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60 & 62 W 10th St SFAT 2013 plans I � � � I � I I � � � I : I � I � I ! i ; I i I i I ! I � � � �� ! I : ; I I t ! GENERAL NOTES: ,==a--,31,d i SPECIFICATIONS: (continued) d2=u= of enignews I � service a d are the&hiysical and intellectual 1 74 of The EZ pr_ stilo Group,Inc.,a I - i I- All notes,drawings,details,tables,references and specifications depicted within these engineering documents shall be reviewed by the client and each material and/or a_ d � OTHER FRAMING Flo a-licensed egLneeringi firm mid the i ProV ee herein. A revocable I nsineer iden � service contributor prior to initiating construction of the structure depicted herein or providing labor and/or materials for the same. Labor and/or materials shall only be CODES & DESIGN STANDARDS: DESIGN LOADS: " as been granted to the user(the I � i ; i ,, I � ��' �'," , ,ge , �''r � - - I , gon or entity identified below)to use the I �...��, / , �J,o"I 11-11-I I I'll, ument 1�,I 1�I�,I. � ''� 1, - ,-" �.� , ."'I I" 1 S of service depicted within this and � furnished by those persons and/or entities with a thorough understanding of the notes,drawings,details,tables,references and specifications depictedherein,aswell as a 1. All structural(dimensional/solid-sawn)frarning members,except as noted or specified otherwise,shall be#2 SYP lumber w/maximum 19%moisture content. - , ,/ ,/, , � '' :,-,,�- � ,,," I... � I I �-� i ,, I I� -. - -/, / , �/ ,� i �� , ,,:"1"1�1-1�/�, ��,,,Z�,fl�l ,,1, I"r 1��1� " associated documents one time M to i ! thorough knowledge of applicable construction and safety practices required to execute a design such as the one depicted herein. Florida Building Code-Residential 2010 ROOFS C I I � - , - � ,I z,I construct the buildints)Anwor assernolles I I"",,-'� , .. detailed herein and on y at the specific location i i 1 2.All engineered wood beams shall be Trus Joist/1-Level/Weyerhaeuser brand M'crollam LVL 1.9E,or equivalent,except as noted otherwise,and shall be installed in Florida Building Code 2010(as applicable) LIVE LOAD 20#/sf I I'll, I I I �,,I 1 I "I - identified below. F<e-use,use at a I i 11 :"I I ,I I,11,'Jl/"0,/I"I I I 1 � " . 1 2. These engineering documents have been prepared at the client's request to ensure the structure depicted herein is in compliance with Sections 1603 through 1607, 1609 accordance with the manufacturer's specifications,instructions and directions. DEAD LOAD/SHINGLES 7#/sf I I� � , I / other that the one described herein arWkw , ,�,�,,�'� ," I /� I-�," � I I I ZONE"I" , I/,,/ ", " copying,duplication or modification of any I I I i and 1610 of the Florida Building Code,and/or Sections R301.1 (excluding"flood"design,unless specifically noted within these documents),R301.1.3 and R301.2.1.4 ASCE 7-10 DEAD LOADIFILE 20#/sf .� I. " -11 ,," � : � I I I f6cresign or element herein is a violation of I �, - :,: I, I , � 1 I era intellectual copyright laws arKVor stale I along with Tables R301.5,R301.6 and R301.7 of the Florida Building Code-Residential. The engineer's scope of work is limited to only providing the necessary analysis, 3.All engineered wood posts or columns shall be Trus.Joist/1-Level/Weyerhaeuser brand Timber-Strand LSL 13E or Parallarn PSL 1.8E solid members,as specified,or NDS-05 DURATION FACTOR 1.25 - - ', 11, ,i I, �I , I � ,'�, � ,�I ministractive code Board of Engineers rulies, ",, "I I I ,I � e�,,� , , �I ent '.I o �,"I-, 1 , etc.and is punishable by fine,imprisonrne � -errients as outlined � e" �," I 11 I I � �,"- andifor licensetauthorization revocation. Upon I drawings,details and specifications commonly required to depict the construction necessary to conform to or with the structural loading requi in the equivalent,except as noted. Vertical post or colurnns Specified on the framing plans and/or details as engineered wood may not be built-up or pieced together to form TPI 1-07 FLOORS , W � I -1 - I 1-1 ',,; ,' ',, I / � I I' ll I , - I I - I a non-structural nature. Additionally,the ACI 318-05 I I , I , 1111-', - I - I I revocation of license for cause,any person or : I aforementioned sections of the code and specifically excludes other elements of a structural nature as well as all elements of the specified dimensions- they must be solid,one-piece members. Post or columns specified within these construction documents as dimensional/sohd-sawn members- LIVE LOAD 40#/sf I 1,,� �, I �� " � � �- , I I , I ,,,I I� , "',"�,, ,�, :",,,, 0 entity_in possession of an original or copied �I I � I I I �,�,�� :�� I, �,,,"" I'll truss design,engineered wood products design(except VVTCM-01 � I 1, . -,. I"�, � ,, " .�,, version or the documentits)shall return an I , , ,,,, ""�, "", i engineer's scope of work specifically excludes engineering functions delegated to others[i.e. roof and/or floor i.e. 4x4,4x6,6x6,etc. -I�ay be replaced by a similar-sized(e.g. a 5.25"x 5.25"EWP in lieu of a 6x6 SYP)engineered wood post without additional analysis or DEAD LOAD 12#/sf(Including Cln'g Below) - � I,� , �,,-" 1,, :�': ZONE'll I I ,, � ,,,, ,, , , EWP . �- � ,, m C) ,,, """'I,,, � ,- 1,11,�� ,.,,", ", , , ,. , I � versions to The Castillo Group,Inc- specified herein),etc.]as well as other disciplines of engineering-i.e. mechanical,electrical,plumbing,geotechnical,environmental,site(including drainage),etc. documentation required bv the en ' oc I 1. - I'll, �1�1 "I, - 11 11 �11 1, �I ! And, , gmeer- DURATIONFACTOR 1.00 0 ",,, , 1�", , il , 1 irritrediately and cease any and all M �I" Z - I I I� ,�,,��,,,,,� � I 1��.,�,-, " I , I,� I . , - � � , 1:-- 1'� - I I,- construction and/or use associated with , , 0 11 ,� , "I I I 11, �,, I ,, ; the engincer's scope of work specifically excludes design elements of an architectural or non-structural nature,including but not limited to egress and life safety;moisture DESIGN CRITERIA: CEILINGS/ATTICS I"1, N , � "", I -1, -�-," :� ", ,:,�, document(s).Use of this document � i I 1 I - I I ,, ,, 1 -� I".,, I��I "" � acknowledges agreement to the I" ., "11 � I I 1,� � I protection,infiltration and/or resistance-,resistance to wood destroying organisms("W'DO");fire-resistance;energy efficiency,etc. The engineer further wan-ants that the 4.All nailing shall be with"common"nails,except as otherwise noted. All nailing not otherwise specified within these engineered documents shall be as specified by LIVE LOAD/NO STORAGE 10#/sf(Non-concurrent) ��`,", ,'� , I i-�11 I �� - , aforementioned terms and conditions. �'11,,I I ,I I I 11 :,", "�11 I�*�,'- /� I,�,, , - � 7 �"1, , � 11 , I I "I ."I , I I I I I .1 I - -- I �, I'�I ZONE ''. "I I I 1� 11 I 1 ,� I . � structure depicted within these documents,to the best of his or her knowledge,complies with the applicable portions of the the applicable code referenced herein. All envelope sheathing shall be nailed and/or screwed as specified and glue or other adhesives shall not be used in place ofnails - � I - �,�'. -I I I aforementioned sections of the code and makes BUILDING TYPE ENCLOSED LIVE LOAD w/STORAGE 20#/sf(Concurrent) I:�'�'I","" I I., I�7 -:e I .1. ., � , no other claims,warranties or guarantees relative to these documents with regard to their fitness for any purpose. Any data included within these documents that address 130 mph(3 sec. gust) 5#/sf , Z, � . 11 I I �,, � or screws. BASIC WIND SPEED DEAD LOAD I - - 11 1 I I I�,'I'll I DESIGN MEB I , 11 r I ,� - ��Ir- !� � - I 1 11. �,I "I ��-" I I'll , ,, I elements beyond the specific confines of the aforementioned code sections and stated limitations is purely incidental to the engineer's scope of work and shall be EXPSOUIRE CATEGORY C WIND I�'"�"I r -, �I - I I I ,, I 1�1�I �, �.1, I � I , I -1 I,'1, I ... ,-1 , - � I I ,,,.� �',� �...... , I responsibility of the appropriate entity -i.e.owner,architect,contractor,and/or building official,indi id 5. All engineered components,including roof ',�, �I I . I I , " - I - I I ,,�1' IV ually and coll trusses,floor trusses,I-joist,etc.,shall be installed in accordance with the manufacturer's specif BUILDING CATEGORY 11 LOADING I 11 ", - ',I I I :, t "I -1 I I I . ectively-to design,account for or otherwise verify as ications,instructions and PER TABLES - I I, I �I I � - DRAFT CEG � I ' � I " '' / , I I 11 11,��1'I ,, appropriate for the intended purpose. directions. INTERNAL PRESSURE Coef. +0.18/-0.18 DURATION FACTOR 1.60 �,11 : I I",�, - � I - I 1, �,,� I I, ZONE ��, ZONE ,, I I I I SIESMIC N/A I , 1: � .1. �,"� CHECKED LAP , "" ,� , � , I - - , - - 1- 1 3. The structure depicted within these engineering documents,unless specifically noted herein as otherwise,has not been designed to resist flooding orthe associated effects 6.All sheathing shall be either APA-or TECO-rated,Eposure 1,PSI/PS2(Structural I rated sheathing NOT required except when specifically identified as such). � I - 11 I ,, I I "', 1 -7777� -, - - 7 1 - I,- SCALE N/A thereof. It is the responsibility of others-i.e.owner,architect,contractor,site developer and/or building official,individually and collectively-to establish the minimum Sheathing may be either OSI3 or plywood,unless specified as one or the other on the framing plans and/or details. All panel edges of wall sheathing shall be solidly I'll I - 'I'll, ''I 'I'll "I" appropriate building elevation for the subject site and the improvements located there upon. In no case shall the structure depicted herein be sited at anelevation lessithan blocked. Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing 7/16"thick when supports are spaced at greaterthan 16"o/c. tu E -�1,11 I-G I ABLE DATE 8.9.2013 � � the mininturn prescribed by FEMA,as prescribed by FEMA and enhanced by the local controlling authority,or as prescribed by the community engineering and approved Use of"ply clips"or similar edge support is required at unsupported panel edges of roof sheathing less than 23/32" thick when supporting tile roofs. Use of"ply clips" I EZ I ZONE'3'-CORNER ! by the local controlling authority. Furthermore,the structure depicted herein shall not be constructed on a site meeting the criteria for or otherwise identified as a fl000lzone or similar edge support is recommended at unsupported panel edges of all roof sheathing,regardless of panel thickness,for improved aesthetics. Roofand wall " ZONE(S),TYPICAL JOB NO. 13-195 . I : ering documents specifically indicate the design(s)depicted herein are resistant to the potential effects of V-class flood zones. sheathing shall not be less than 7/16" thick. Floor sheathing shall not bJless than 23/32"thick,with all panel edges supported(tongue&grove orblocked). Some . ! I : 4. The design(s)depicted within these engineering documents hasthave been prepared in accordance with the applicable laws,codes,standards,rules,etc.,(referenced design loads require thicker panels-,see sheathing speeffications for specific minimum panel thicknesses,required span ratings and fastening information. I ROOF PLANNILEW F] ZONE-I--INTERIOR zoNE(s) SQ.FT. - . : herein)as interpreted and enforced by local authorities having jurisdiction and,further,the engineer is not aware of any errors or omissions contained within the design(s) 7.At exterior walls clad with a stucco or an applied-stone veneer finish,the APA(www.apawood.org)recommends the use of either 15/32"thick,32/16 span-rated �12�', ZONE-2--END/EDGEZONE(S) REV I DESCRIPTION I , or documents,nor of any inconsistencies between the design(s)and documents and the applicable laws,codes,et al. However,should any portion of these engineering sheathing(Exposure 1,PSI/PS2)or 7/16"thick,24/16 span-rated Structural I rated sheathing when the sheathing is installed with a vertical orientation(Iong axis "EZ" DRIAENSION: El I - documents be found to include an error or omission,the engineer,upon appropriate notification,will correct the document(s)in a timely fashion without additional fee to parallel to the studs)on the wall(- Technical Bulletin TB-202 for additional Ro�rmation). The discretion to enforce the aforementioned recommendation is at the sole I to the engineer see ** 41-0" ** - 0 ZONE-3--CORNER ZONE(S) , the client-unless the error or omission arose from flawed,incomplete or ambiguous data provided to the engineer,which will result in additional fees due discretion of the local Building Official. Do NOT use sheathing that does not conform to the aforementioned recommendation unless you have FIRST verified the 1 2 - for the additional services provided. The engineer will not be liable for any increase in material and/or labor costs arising from the revision,correction orupdate to the suitability of the nonconforming materials with the Building Official having jurisdiction over the project. Failure to do so may result in the need to significantly enhance I I engineering documents or addendurn thereto. the construction of the exterior walls. 3 - 5. These engineering documents may be used one-time-only,and only at the specific site or location identified herein. The design(s)depicted herein may not be used to 8.Metal connectors shall be Simpson brand hardware,as specified herein,and shall be installed in accordance with the mainufacturer's specifications,instructions and . 4 .- I execute(a)subsequent structure(s)or elements thereof,nor shall the design(s)be executed at a location other than the one site or location specified herein. directions. Alternates to the specified Simpson connectors may be used,provided that the alternate connectors meet or exceed the specifications ofthe connector(s) 1 6.Use of these documents for any purpose constitutes the understanding and acceptance of the terms and conditions outlined herein. specified and have appropriate product approval and installation instructions and directions. ,-----I I ,��/,/�,�� The I I� , � : I -e FOUNDATIONS,CONCRETE&MASONRY " i al drawings and site plan or survey before commencing construction. Do not commence construction if a conflict is present. ", 1 7. Verify structure orientation with architectur, CASTILLO � I I � , I , . .:'; I I I i 1 8.Any discrepancies between these engineering documents and the architectural drawings,site plan,survey and/or other data or information shall bereportedto the 1. The foundation designi depicted within these engineering documents has been completed in accordance with recognized standards,recommended soil design Gr"p I".,I I � , .1 - 7 . , , - I : "", I e engineer before the commencement of construction and no construction shall proceed until the discrepancies are resolved. Should discrepanciesbe discoveredduring parameters and accepted engineering design procedures and is based upon the best information available at the time of their preparation. The design(s)depicted herein , I-, � construction,construction should cease until such time as the discrepancies have been resolved. is/are intended to minimize differential movement resulting from the heaving of expansive soils and/or settling of subsurface soils, It must be recognized that the D e s i g n e r s .- - .. � ..11 ,� �: I ; -,�Z I , I I I I i foundation components will experience movement throughout the useable life of the structure. Subsequent owners and/or occupants of the structure shall be apprised of " E n g i n e e r s ��1.� � . . � I -- � 9. These engineering documents have been prepared consistent with the architectural drawings and details provided by others-that include dimensions,opening locations the soil conditions present and be advised to maintain good practice'in the future with respect to surface and subsurface drainage,maintenance,the construction of I, � i I I . i and other specific information-which has been replicated into these engineering documents. The engineer is not responsible for the accuracy of thereplicated.information ,� � 655o Roosevelt BlvcL I 1� partitions above floor slabs,finish work on or above the floor slab and the locating or constructing of secondary elements near the structure that could affect future ,� � J-ksonville,FL 32244 or for claims arising from the use thereof. performance. .. I i : (904)77z-6- � " I I 'I, I 11, I Fl.CoA No.29015 1 1 1� I I , ; I 0. Unless specifically depicted within these engineering documents,the engineer has not been made aware of nor accounted for other components,elements or systems 2. The foundation design(s)depicted within these engineering documents has/have been prepared based on a relatively flat,well drained building site featuring , , I I . , I " I , , I I r e 11 I I � that may be intended by others and could affect the performance and/or serviceability of the structure depicted herein. exclusively non-expansive soil with an allowable soil bearing capacity of not less than 2,000#/sf and a design lateral load(at-rest pressure)of 60#/sf`perfbotofdepth � ., � . : I ; with a level back slope. Should site conditions be adverse to-or otherwise inconsistent with the aforementioned parameters,construction shall cease immediately and "I '1� 1- V� � � �11 � t ... I I I,-' - , � I : I 1. These engineering documents should never be scaled. Wall framing should be based on the stud table(s),specifications and/or the relevant notesprovided herein. Wall the engineer shall be promptly notified of the conditions and no further construction shall occur until the engineer has provided additional direction. --i F\-`�-,.,:�L Z I framing shall not be assumed based upon the"scaled"wall width depicted on these or any other drawings,or based upon notes or references included in the architectural 0 ! drawings. 3.Backfill.should not be placed adjacent to the foundation walls until the walls have cured adequately to provide sufficient strength and have been anchored to the floor �o � i � system above or otherwise properly braced or shored to prevent damage to the wall. � . -- F--� ! 12. These engineering documents include specific information of a structural nature-i.e.the size,grade,species,quantity,strength,etc.ofheaders,beams,columns,posts, 0-0 � , ; ! studs,joists,rafters,sheathing,footings,reinforcing,connectors,fasteners,etc. This information supersedes information of a similarnature that may be shown on the 4.Refer to the Geotechnical Engineer's report for all soil and/or site preparation requirements necessary to achieve the required minimum 2,0"/sfsoil bearing - i! associated architectural drawings. Additionally,the size,grade,species,quantity,strength,etc.of the structural elements specified hereinmay be exceededorenhanced, capacity. In the absence of a geotechnical engineer's report,the site and soil shall be prepared to the satisfaction of the Building Official. I a) within reason,at the discretion of the user without additional review or analysis by the engineer,unless specifically prohibited by the engineer. Z I � i 5.All foundation pads depicted within these engineering documents shall be formed to the dimensions as indicated and substantially centered beneath the associated FLOOR PLANNIEW 0 I i 13. These engineering documents include multiple pages with cross-references. All pages of the engineering documents should be reviewed and understoodbefore using column or wall,unless indicated otherwise. I i the documents for any purpose. If(a)page(s)of the engineering documents is/are missing,illegible or otherwise unusable,obtain complete and legible documentsbefore U i ! 6. The location of steps,jogs and top-of-wall and/or top-of-slab elevations are critical to foundation performance. While the location of those steps,jogs and elevation I F] ZONE-4--INTERIOR ZONE(S) V, � proceeding with intended use. f . i . . changes indicated or otherwise known to the engineer have been depicted within these engineering documents,it is understood that some of these itemsmay change "EZ" DIWNSION: a) U� � 14� It is the intent of the engineer that the structure depicted within these engineering documents be executed in conformance with all requirements ofthe authoritieshaving during actual construction. The design(s)depicted hererin can only address the proper foundation configuration as specifically depicted herein and could require ** 41-011 ** El ZONE-5--END/EDGE ZONE(S) Z I I I jurisdiction over the construction and/or occupancy depicted herein. All contractors-including materials and/or labor contributors-are responsible for the means and additional analysis and effort should field revisions merit. I - I C:� 0 . methods of constructing the structure depicted herein and shall perform their respective functions in conformance with all applicable laws,rules,regulations,codes and 7. Extreme care should be used throughout the construction process to prevent the movement of retaining and/or foundation walls until the mp I I U 0-� I standards. Under no circumstance shall these engineering documents,nor any portion thereof,be used for any purpose until a)they have been reviewed,b)they have been co letion of the structura � I approved,and c)(an)appropriate pennit(s)has/have been issued to execute the design(s)depicted herein by the appropriate controlling authority(ics)orthw* desi system. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engineering documentsto adequately sbore NUX. ON-CENTER STUD SPACING(in INCHES) C\ E-( � I r it S) I . I Furthermore,all construction arising from the design(s)depicted within these engineering documents shall be inspected as required by the authority(ies)rIFTonsi leforle the walls throughout the construction process to maintain the integrity of the design(s). I = .< � I ! issuance of any permit(s)and shall pass each required inspection before the construction progresses further. No Certificate of Occupancy (or similar statement of END-ZONEANTERIOR ZONE: coo U � I I WINE) 13&C FLEXIBL : I � completion)shall be issued for the structure depicted within these engineering documents,nor shall the structure be occupied or otherwise used for any purpose,until such 8. The building site shall be cleared of all top soil and or anic matter beneath the planned structure location,as well as for an additional five feet ormore beyond the Min.Rf.Ht <311r E FINISHES (NOTSTUCC I I � 11 . tune as the authonty(ies)having jurisdiction over the construction and/or occupancy of said structure have confirmed the structure is safe,sound an perimeter thereof. Unless otherwise indicated,all footin 19 s and flat concrete shall bear upon non-organic,undisturbed soils compacted to a density of not less than 95% FEEX. 2x4 2x6 2xg 91 �-� � I �,sitt compliance with all 19 FINISH 2x10 . -- i ---F#2 SPF #2 SYP #2 SYP i I � applicable laws,rules,codes,etc.,and consistent with the drawings,details,tables,references and specifications depicted within these engin ocuments. of Modified Proctor Maximum Dry Density (ASTM 131557)for a depth of not less than two feet(24 inches)below the ttomof efoot g or slab;Or,uponclean � PLATE HEIGHT ; _�q� . bo th in . � (NOMINAL) #2 SPF #2 SYP #3 SPF #2 SYP � �4 1 � GW-,GP-,SW-,and/or SP-class fills with any organic materials removed. Fill,as required,shall be placed atop non-organic,undisturbed soils(with the compaction - �:) U i 15. It is the sole responsibility of the contractor(s)and labor contributors executing the design(s)depicted within these engiiwwinglotu�ments to determine the proper thereof verified as previously referenced)and added in one foot(I 2 inch)lifts and each lift shall be compacted to a density of not less than 95%of Modified Proctor 8' 24"/24" 24"/24. 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" C/� w I � . � erection procedures and sequences required to insure the safety of those providing the labor and materials necessary to execute the designs,as well as insure the soundness Maximum Dry Density(ASTM D 1557). These minimum specifications may be exceeded or superseded by either a geotechnical engineering report specific to the 91 20"/18" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24' 24"/24" 113-� building site or at the direction of the Building Official,,is deemed necessary to achieve the minimum required(2,0004/sf)soil bearing capacity,but in no case shall the to, 12"/16" ----- 0 7 i of the structure and its sub-elements and/or components throughout the construction process. Furthermore,it is the sole responsibility of the contractor(s)and labor 12'/16" 24"/24" 24"/24- 24-/24- , 24"/24- 24"/24" � contributors to provide appropriate and adequate temporary bracing necessary to maintain a safe,plumb and level structure during the constructionprocess,until such time site be prepared to a lesser degree than that which is outlined herein. it, 10"/12- , 10"112" 24"/24" 24"/24" 24"/24" 24"/24" 24"/24" i 1 8-/12- --;, : as all of the structural elements and components depicted within these documents are properly installed,inspected and approved. Bracing shown throughout these -i4;�/2-4- 24'I-2-V -T4;/-24- 24"/24" 24"/24" : 12' 6-/8- � � U� i engineering documents is permanent bracing and should not be confused with or substituted for the aforementioned temporary bracing. 9. All concrete slabs on grade shall be no less than the thickness indicated on the drawings(no less than 4"nominal thickness in any instance)and beplaced atop 24"/24" 24"/24" 24"/24" ; 14' N.P. I N.P. 12"/16" i - i (minimum) 10mil polyethylene(visqueen)barrier installed in accordance with applicable codes and standards. Slabs shall be reinforced with either 6x6 WI.4xl.4 . 16"/24" 24"/24" 24"/24" 1 ; 16' N.P. N.P. 12"/16" W W i 16. Yet-to-be-installed building materials-such as gypsum board("drywall")and roof shingles or tiles-placed on the floor(s)or roof(s)of the structure depicted within WWM,lapped not less than 8" at edges/ends,in conformance with ASTM A-1 85,or Fiber-Mesh reinforcement shall be used with minimum 2"fiber length at a rate of I N.P. E-4 � 18.51 -- N.P. 8"/8" 8'/12- , 12-/12- 24-/24- 24'/24- 1 . � I � these engineering documents shall be evenly distributed over an expansive area so that the weight of the uninstalled materials does not exceed the allowable live loads of lb.per cubic yard of concrete,complying with ASTM C-1 116. 19. .. N.P. = NY. 8"/8" 8"/8" . 8"/12. 24"/24" 24"/24" = 0 i the floor or roof,Unless indicated otherwise within these documents,40#/sf for floors and 20#/Sf for roofs. .5' N.P. N.P. 1 6'/8' 8"/8" 8"/8"- 16"/24 24"/24"-. Q. � 10. Minimum compressive strength of all concrete used for foundations,slabs,etc. shall be 2,500psi at 28 days. 2L5' 1 N.P. N.P. 1 6'/6" 8"/8" 16"/16" 24"/24" E Z i : � 17.All materials specified within these engineering documents shall be installed properly,in a workman-like manner and in accordance with the directions and instructions COMPONENT & CLADDING PRESSURES (in psf)-Vsd or "ALLOWABLE: ---22.5' 1 N.P. N.P. I N.P... 6"/6" 6"/8" 16"/16" 24"/24" � -- C) �-4 � provided by the manufacturer,or as otherwise indicated by the code or associated product approval document. I 1. Where indicated,cores or cells of block masonry(C]�IU)shall be filled with coarse grout or pea gravel concrete with a miminium.compressive strength ofnot less ! ! than 3,000psi at 28 days. WIND 1301C 11�t I PITCH <6/12 ROOFS(all values negative-i.e."UPLIFT") WALLS(incl.Windows&Doors) "--I : 18. These engineering documents have been prepared using the version of the Florida Building Code and/or Florida Building Code-Residential(along with the associated MrL Rf HL 20' ZONE"3'-ZO1,JE'2" ZCNE"I" OVERHANG OVERHANG --- ENDZONES INTERIOR ZONES � standards and design methodologies referenced therein)applicable at the time of the preparation of the documents. As the applicable code,standards and methodologies are 12.Reinforcement shall be detailed in accordance with ACI 315,Detailing Manual. Minimum concrete cover for all reinforcing shall be as follows: jj.-ft) CORNERS END/EDGE INTERIOR CORNER i;�;S- MAX. ON-CENTER STUD SPACING(in INCHES) I � i . . AREA(i _ IN[TERIOR NEGATIVE POSITEVE NEGATIVE ITIVE . ! routinely updated and/or supplemented,the engineering may become outdated and invalid for use if the documents are not submitted to the local a)Concrete cast against earth: C) . � permitting and 31t - ! enforcement agency(and subsequently used for construction)in a prompt manner. Should permitting and/or actual construction be delayed beyond the applicable effective b)Formed concrete exposed to earth or weather: 11/2" <10 -52.07 -35.21 -20.23 -69.31 -41.21 -29.60 22.10 -23.98 22.10 END-ZONEANTERIORZONE: [---I Z . 1 20 -48.70 . I ; c 3 -32.41 - -19.67 -62.75 -41.21 -27.72 21.17 -23.04 21.17 --- ! date of the edition of the code,standards and/or deign methodologies referenced herein,the engineering documents shall become null and void and shall be returned to the )Interior slabs,walls,etc.: /4" 50 -43.83 -28.47 WIND 13o/c BRITTLE FINISHES (STUCCO,etal) ! - -18.92 -5338 -41.21 1 -24.91 19.67 -21.54 19.67 - Fq = W i Mn.Rf Ht <30' - ! engineer,who may subsequently be contracted to update or re-engineer the structure(as deemed applicable)to the current edition of the appropriate code,standards and/or >100 -40.83 -25.85 I -18-36 I -46.83 . -41.21 1 -23.04 18.73 . -20.60 FINISH IFRIT. 2x4 2x6 2xg 2xI0 V) 0. 0 1 . i methodologies. In no case shall these documents be used for permitting or construction more than one(1)year after their date of original issue. 13.All reinforcement shall be conform to ASTM A-615 fmd be grade 40(G40)unless indicated on the plans and/or details as grade 60(G60). All longitudinal PLATE HEGHT #2 SPF #2 SYP #3 SPF #2 SPF #2 SYP #2 SYP #2 SYP I � (horizontal)reinforcing in walls and footings shall be continuous at/around comers and intersections,and/or matching comer bars shall be used. All longitudinal (NOMINAL) E � r : - 4� <= E-4 I I ! 19.Engineering documents such as these depict a design that is both impractical and economically unfeasible to fully test or prototype prior to execution. As such,extreme (horizontal)reinforcing shall be lapped at splices a minimum of 40 bar diameters(20"minimum lap for#4 and smaller reinforcing)and all vertical reinforcing shall be 81 16"/16" 16"/24" 24"/24" 24'/24" 24"/24" 24"/24" 24"/24" i care and code-required factors of safety have been applied throughout their preparation in an effort to minimize the potential for errors,omissions and/or conflicts. lapped at splices a minimum of 25". LEGEND - 9. - � <=) W I i 12"/16" 12"/16" 24"/24" 24"/24" 24'/24" 24"/24" 24"/24" � However,the very nature of the process provides opportunities for errors and conflicts to arise during the execution of the design(s). Because of the inherent inability ofthe 10, 10"/12" 10"/12" 24"/24- ' 24"/24" 24"/24" 24"/24" 24"/24.- �: r-4 W , i engineer to foresee every potential conflict,ambiguity,inaccuracy or oversight during the"paper"phase,opportunities do exist for the design to require additional effort 14. ALL concrete operations-including but not limited to mix design, i i ing,reinforcing detailing and placing,placing,curing and testing-shall be done (2)2x][0-2/3 K--HEADER/BEAMCALL,OUT It- - ��/g 8'/8- 20-/24- 24-/24- 24'/24- 1 24-/24" 24"/24" F`iiiiiiiiiii`I U� �� I i nuxing,transport i services 18'/20- 1 22'/26 24"/24" 24"/24" 24"/24" 1 i once construction has commenced. This,combined with the relatively low fee(relative to the cost of the structure)associated with providing the engineering in accordance with the requirements and application of ACI 301 "Specifications for Structural Concrete." . i depicted herein,causes the engineer to be unable to accept"back-charges"for errors or omissions contained within the design(s)depicted herein. as .00 .4 12' N.P. -- MR Eiiiiiiiiiii i .< �4 a) U5 ! NUMBER OF KING-STUDS EACH SIDE OF OPENING � 14' N.P.- N.P. 8'/12" 12"/12" 12"/16" 24"/24" 24"/24" 1 ; 15. All masonry work shall be in accordance with ACI 530/ASCE 5/TMS 402 Masonry Building Code. NUMBER OF JACK-STUDS EACH SIDE OF OPENING i 6"/8" -8" Fi-ii-iiII W ;:4 i 16' - N.P. N.P. - /8" 8"/12" 16"/24" 24"/24" . I I I i 20. These engineering documents and the designs and ideas expressed herein are an instrument of service and remain the physical and intellectual property ofthe engineer. MATERIAL(#2 SYP U.N.O.) 18.51 N.P. N.P. N.P. N.P. 15'/6' 12"/16" 24"/24" � i SIZE OF HEADER itments,the design(s),ideas and/or elements contained NUMBER OF PLIES IN HEADER 19.51 N.P. --RP---]�.-p N.P. 5"/6" - 12"/12" 24"/24- P-0 I � For cause,upon notice,the documents shall be returned to the engineer in their entirety. Reproductions of the doc 16. Concrete masonry units shall be ASTM C90-75,Hollow Load-Bearing Concrete Masonry Units,Type 1,Grade N-1,norms I weight,with a minimum compressive �-iiiiiii`I W W i herein are prohibited without the expressed written consent of the engineer. strength of 2,000psi(fm= 1,500psi). N.P. -8"/I 2" * 16"/24" U) I � 20.5' N.P. N.P. I N,P. N.P. = > I I i ALL EXTERIOR HEADERS UNLESS NOTED OTHERWISE - - ! 21.5' N.P. I N.P. I N.P. i 2 1. These engineering documents have been prepared for the specific site or location identified herein,as relayed to the engineer by the client. The engineer has used 17.Mortar shall conform to ASTM C270 and be Type S. - _-�:A- N.P. I N'P. 8"/8" 16"/16 -4!� EiiiiiiiiiiiI a� 0 1 resources reasonably available to him,based upon the information relayed by the client,to determine the appropriate wind speed and exposure for the specific site or ALL INTERIOR HEADERS UNLESS NOTED OTHERWISE 22.5' 1 NP I -N.P. I N.P. I N.P. I N.P. I 8-18- -F6;/-1-6- �� Un U I location of the construction depicted herein. Those resources reasonably available may include local government GIS maps and/or satellite imagery,wind speed maps 18. Grout,when specified,shall conform to ASTM C-476,with a minimum compressive strength of 3,000psi at 28 days and mixed to provide a slump,of between 8" EXTERIOR STUDS SPACED AT GREATER THAN 16'o/c SHALL I published by the local controlling authority and/or the state DCA,and/or other commonly available maps and/or satellite imagery. The Building Official shall verify the and I 1". BE SHEATHED WITH MINfMUM 12911 0," NOMINAL)SHEATHING 4 �.4 1 32 wind speed,exposure and other design criteria shown herein to be correct and code-compliant prior to approving these documents and authorizing construction from them. WTTH VERTICAL APPLICATIONS&STUCCO FINISHES. V) �� The engineer shall not be liable for any claims arising from inaccurate wind speed and/or exposure designations based upon the site or location information provided to him 19.Pre-cast and/or pre-stressed lintels,manufactured by CastCrete,shall be provided over all openings in CMU walls,unless specified differently on the drawings. I : � . i intels shall be of adequate size,strength and reinforcement for the given span and loading conditions. ; ; by the client(or others),or for the accuracy of those mapping and/or imagery resources used by him to aid in designating wind speed and/or exposure. L 44 E-4 I I i : ! -RSD"IN PLACE OF A QUANTITY OF KING-STUDS IN A HEADER OR BEAM CALL-OUT INDICATES THE MAXIMUM ON-CENTER STUD SPACING IS 16" WHEN USING I-" �� C) ! 1 20.Provide horizontal joint reinforcing in CMU walls at 16"o/c vertically conforming to ASTM A82 and ASTM Al 67 Type 304. SPECIFIED HEADER OR BEAM IS RAISED ABOVE THE>LINE THICK WALL SHEATHING. 16-1. �, r--4 .< � I I �� ' I I I I I .. - - I SPECIFICATIONS: I ( >INDICATES DIRECTIONAL ORIENTATION OF SPECIFIED FRAMING MEMBER STUDS WITH MAXIMUM ON-CENTER SPACINGS OF 6" O - .'am . ; U C) U I � I WOOD FRAME WALLS STEEL i MAY BE DOUBLED AND SPACED AT 12" OR 16" ON-CE �� , gAiiiii, , .< !# U �:) i � ,� : I � � 1L i RESPECTIVELY. DOUBLED STUDS SHALL BE FASTENE � 1:24 � I I ication.for the Design,Fabrication and Erection of Structural Steel TOGETHER PER THE MULTI-PLY POST CONNECTION T .C= 1� 44 I:= I 1. Steel elements shall be detailed,fabricated and erected in accordance with AISC "Specif --Z- 0 1.Unless otherwise specifically indicated within these documents,vertical wall framing(studs)may only be interrupted(i.e. broken,pieced or"platform-firamed")when Buildings," 9th edition. I . �--� F---, I fully-braced by an intersecting sheathed floor system. Stairs,stair stringers and some intermediate roofs do not qualify as an"intersecting floor system" and shouldnot be FRAMING CONNECTOR SCHEDULE FRAMNG-TO-FOUNDATION/MASONM CONNECTOR SCHEDULE I CM1.1) = Z 4. v) used to support platform framing unless specifically designed to do so and specified as such by the engineer. All vertical wall training(studs)shall be continuous and 2. Structural steel shall be ASTM A36,except as noted below: CLIP,TIE .FASTENERS NAILS/SCREWSTO HARb-W-ARE/ ANI M-'u' ]Nr I LOCATION,WTI-AMNO F017MOATIONS -- ffXT1SrT8MWALL 1WROArroms I cMu jrALL TrrBs"/m.NrxL . . ! uninterrupted between points of lateral support. a)Pipe ASTM A53,Type E or S,grade B or STRAP orNAILS FRAMING MEMBERS CONNECTOR (SAE 1018) 1 L" I 1 b)Tube ASTM A500 EMBED liiN-EMBED -,WN,rDcx .. P ' E i i I - I ATR DIA. - J"EMBED MIN/MAX RXI I MIN RMUED I AWN DIST -.-J i 2. All top-and shoe-or sole-plate material shall be#2 SYP lumber w/maximum 19%moisture content. Shoe-or sole-plate material in contact with concrete ormasonry H2.5 (5)8d PER END (12)16d ABU-44,66 5/8" 5-1 " T" 3. 12- 1-314"/6"-- Mv OV A.ng'n einee':,�E i - - N/A i ; H5 (4)8d PER END t "11111111111111111111111 I i ! shall be pressure preservative treated. 3.All bolts,anchor bolts and threaded rods shall be ASTM A307 unless indicated otherwise. (10)16d/EACH -4;-./2-1 Ir-SPC'G -- . 24o i a I n ii . � ! H8 LTT20B&DTT2 1'2-(EA) !-', .�G 5-1/2" 12" 1-3/4"/6" 12" C-L.w/MIN : 1 (5)10dx I-IlrPEREmD . 2"W/4*SPCG 3*SPACING L&M I - � - (22)10d SINGLE MGT 518" 5-1 -�71---F-727- 1-3/4'/6" 12" (ft I Li I MTS12 (14)l0d�10dx 1-1/2"TOTAL 2X(22)10d DOUBLE MGT (2�"- 5-1 9-1/2" - - -C.L. -- I PA Lr6e � . i 3. All vertical wall framing(studs)-including"jacks" and"trimmers" -through 2x6 shall be#2,#3 or Stud Grade SPF lumber,as indicated on the plan(s)and/ortable(s), 4.Hex nuts and couplers/couplings used for bolts,anchor bolts and threaded rods shall be low carbon steel and meet or exceed the capacity of the corresponding ASTM HTS20 (20)10d m(24)10dx 1-1/2"TOTAL 3- 12" 3-1/2*/4" 121, � -1.1 � � w/maximum 19%moisture content-except as noted or specified otherwise on the framing plans and/or details. All vertical wall framing(studs)largerthan 2x6 shall be#2 A307,A36, SAE 10 1 8 and Grade 2 bolts. - C.L . i i - (18)16d SINGLE HTT16/4 5/8" 5-1 7-11. 2" 12" -- .1 a6l,L4->-- I I SYP lumber w/maximurn 191/o moisture content unless otherwise noted or specified on the framing plans and/or details. LGT2 (16)I" TRUSS, 1-3/4"/6" 12" C,L. (11).=TOMPOST 2X(18)16d DOUBLE HTrI6/4 (2)"- 5-1 7-1/2" 4- -- - -,Qkwong ryatd-�".thmxtramed - � 5.Hex nuts and couplers/couphngs used for high-strength bolts,anchor bolts and threaded rods-ASTM A449 or similar-shall be heavy hex ASTM A563 grade DH. H16,-16S,-16-2 (2)10dxl-1/2"TOTRUSS�(IO)TO>/POST - 2X(18)l6d TANDEM FITT16/4 -12:' 3-1/2-/4- 12" C.L. W 4Xal�-ND. ned in BLUE ink. . -- (1)-V8" 5-1 " 9-1tr 5� 15" 1-3/4"/6" N/A . ied for the same wall, except walls that MSTA12 (10)10d TOTAL (32)16d Sir"n SINGLE FITT22/5 5/8, I- -�--1/2- 7- 15* 1-3/4-16- The-Castillo Greoiip,the. 4. All required 2x blocking in vertical wall fi-aming shall meet or exceed the specifications for grade and species of the studs specif U h are specified as SYP and are also not designated as a shear-wall or portal frame wall may use SPF blocking. MSTA18 (14)10d TOTAL 2X(32)16dSh*m DOUBLE HT1722/5 (2)5/8" 1 5-1 9-112. - -- N/A I*- 1.6550 Roosevelt Blvd. I . 5" SEE PLAN N/A 8.1 - I I 5. In some instances,these engineering documents may include a specif CORROSION&DECAY RESISTANCE: MSTA24 .(19)Hid TOTAL (20)A-x 2-1/2"SDS SINGLE HDU8 7�- I 1. 3� 13-11r -1/2"/4" - = W. 9 I,,Jocksonville,FL 32244 . I I ication for a column within a wall where the size of the column exceeds the thickness of the wall as M91737 - -� - 1 3 13-1/2" 1 C.L. U .4 2� 1 (§94)772-6100 - -i.e.deck/balcony MST48 (42)16dTOTAL 2X(20)Y4-x 2412m sDs DOUBLE EIDU8 (2)7/8" 3. 13-1/2- - 37- 13-1/r 1 3-1/2-/4' 13-1/2" 1 C.L. Pg6j A� <C) t , I I - --. -- specified either in the stud table(s)or relevant notes. In such instances,any of the following three options may be used to resolve the conflicting thicknesses: a)The 1.All structural members of wood or structural composite lumber either exposed to weather or in direct contact with the ground or soil (46)l6d TOTAL (30)Y4�x 2-V2"SDS SINGLE HDU I I I. " 15" 1-3/4" SEEPLAN .. rt-,CoA Nurhbet 29015 increa -MST60 (56)16dTOTAL - , --- N/A SHEET I -based treated wood shall not be used as/for 2X(30)A-X 2-1 rr SDs DOUBLE HDU I 1 (2)1- i;.; T57--4- 0 = I thickness of the adjacent wall framing my be' sed so as to conceal the thickness of the column within the wall;b)The adjacent wall may be furred-out to a thickness boards/lumber,joists,posts,etc. -shall be pressure presenrative treated to a level rated for the specific application. Borate I SEE PLAN N/A X Q CZ E I I similar to that of the column so as to conceal the thickness of the column within the wall-,or,c)The column and adjacent wall may remain different thicknesses and the structural members exposed to weather or in direct contact.with the ground unless specifically rated by the manufacturer/treater and approved as adequateforthe 1. E 2 N CS16 (30)Sd m(26)10d TOTAL (36%-x ZV2"SDS SINGLE HM14 -,-,I,,----F AN ;:� - column"wrapped"with a finish material(i.e. gypsum,etc.)and left semi-exposed into an interior space within the structure. Additionally,ifnone ofthe three application. SPH4,-6,-8 (12)10d x I-M" 2X(36 - 15"' 5;-7- SEE PL N/A - U U Q C) 4 I aforementioned options are considered to be practical,the engineer may be contacted and requested to provide additional analysis to determine ifan engineered wood - - . )A-x 2X"SIDS DOUBLE HDU 14 (2)I" i 15" 1 4- SEEPLAN N/A PQ P* q U �� HPAHD22 (23)16d (16)1-0-d HGT2,HM3 (2)3/4- -- - 0 111-1/2. 1 31, 1 1 - I C.L. 0 - -r (EWP)or structural steel column may be used within the allotted wall cavity. 2. All interior wood and wood-based members in contact with concrete or masomy shall be pressure preservative treated to resi. LTP4 I - ,A SEEPLAN - I-Ilr �0� � I 4t decay, (I 2)8d x I-Ilr TOTAL 1(16 1 -- C S A35 (12)Sit x 1-1/2*TOTAL - 1(2)3/4- .1��9 . 13- __ I SEE PLAN 11-1/r I C.L. C) c) . -- :EB�AMING-mid TRAMING-TO-FOUNDATION-CONNECTOR SCHED(!E NOTES: �.) 4. 3. All fasteners(nails,screws,bolts,etc.)less than V2"in diameter and in contact with pressure preservative treated wood shall be either hot-dipped galvanized(MG)or META20 (I2)I0dxI-I/r GUARDRAILS,HANDRAILs ANT)SUB-ASSFMBLIES/COMPONENTS THEREOF &.0 Lin � .C� I - I FIELD FRAMING HETA20 - OUSli SIMPSON AT ACRYLIC TIE TWO-PART EPDXY FCRATR-TC�DUND CONNECTIONS U.N.O. (POSTS,BALUSTERS,ETC-)SHALL BE COMPRISED OF EITHER A PROPRM'TRAY �� f.- I Of 4 stainless steel(SS). All metal fasteners&connectors exposed to weather and/or in contact with corrosive materials shall be rated by the manufacturerforcorripatibility -- (I 2)10d x 1-1/2" 2)ALL DIMENSIONS(ROD DIAMETER,EMBEDMENT,EDGE,ETC.) RE MINIMUM DISTANCES U.N.O. SYSTEM WrEH APPROPRIATE/APP11CABLE FLORIDA PRODUCT APPROVAL(S) Ix I , with the application and/or corrosive material. The exterior use of any material treated with a pressure preservative treatment containing ammonia shall require the SONRy (16)16d SINKERS TO TRUSS, 3)*DOUBLE�HOLD-DOWNS REQUIRE MINIMUM 8"SPACINGBET9 EN ATR ANCHORS UN.0. OR OTHERWISE BE DESIGNED BY A FLORIDA-LICIENSED PROFESSIONAL 0 2 � I LGT2-MA ENGINEER TO THE DESIGN CRITERIA STATED IN THE APPLICABLE CODE.THE 1.Limited elements or areas of the design(s)depicted within these engineering documents may include the label or reference"field frame"or similar. At these confined exclusive use of SS connectors and fasteners. The use of any material treated with the pressure preservative treatment ACZA shall require the exclusive use ofSS -i7)1/4�x 2-1/4*TITEN SCREWS TO WALL 4)EDGE DISTANCE DIMENSIONS TO BE MEASURED FROM THE E,T MIOR FACE OF THE FOUNDATION,CURB OR PRODUCT APPROVAL REPORT AND/OR SHOP DRAWING(S)AND ASSOCIATED Pro P64 Z 1 1 � se elements or applications may include connectors and fasteners. MTSM16 (7)10dm 10dx 1-1/2"TOTRUSS, CMU WALL TOTHE,OF THE ATR ANCHOR DESIGN CRITERIA SHALL BE REVIEWED AND APPROVED BY THE E.O.R.PRIOR CLO O" locations the engineer has determined that it is unnecessary to establish a demonstrable design for the specific application. The (4)14-x 2-1/4*TITEN SCREWS To WALL 5)MIN EDGE DISTANCE DOES NOTAPPLY AT INTERIOR CURB LO(LTIONS ONLY IF THE MIN.EMBEDMENT IS TOCONSTRUCTION. 0 W � �- - stairs and/or landings,plant shelves,widows walks,radiused floors and/or walls,decorative or volume ceiling treatments and similar,non-typical construction and/or MEASURED FROM THE LOWER SLAB ELEVATION W �D M HTSM16 (8)I0dorl0dx1-I/rTOTRUSS, 6)ALI.PARTS/MATERIALS TORE INSTALLED IN ACCORDANCE WF H MANUFACTURER'S INSTRUCTIONS& Di 0 1 accessories. As such,the engineer has deferred to the contractor or other person or entity responsible for the execution of the construction depicted herein to create his or 4. Stainless steel(SS)and zinc-plated/galvanized(i.e.Z-MAX,HGD,etc.)connectors&fasteners shall not be combined. Use only SS fasteners with SS connectors. -- MI/4-x2-1/4"TITEN SCREWS TO WALL DIRECTIONS I . I H16,-16S,-16-2 (2)10d x 1-1/2"TO TRUSS, 7)ALI.NAILS SPECIFIED ARE-COMMON-=SUN.O. I -�� I I laflol' I I L, =--r--I -Ili I ; , I � � -- , � � �%&, "�' � Z- 10 ::A 24"/24' 16"/16" 1 6"/8" 9 , �g 9 -A I her own design for elements or applications specified as"field framing"or similar. The design(s)and execution thereof shall be in conformance with all applicable laws, Use only zinc-plated/galvan nn . (6)IW-X 2-1/4"TITEN SCREWS TO WALL 8)MINIMUM ROD SIZE/GRADE,EMBEDMENT&EDGE DISTANCES IOWN ON PLAN SUPERSEDES MR S OWN � icial. 41MUM SH rules,codes,etc. and shall be to the executed to the satisfaction of the Building W FGTR (IS)I/4x3"SDSTOTRUSS, ONTHISCHART I : 5.Regular inspection and maintenance of wood,wood-based and metal products used in structural applications and/or used in outdoor or other potentially con-osive (2)112-X 5-TTrENHD'sTO WALL 9)MINIMUM EDGE DISTANCES OF 4-OR MORE REQUIRE MINIMUM�-WALL FRAMING 0 1 1 : . : : . I MSTAM36 (8)10d TO FRAMING, 10)MINI]MUM S"SPACING BETWEEN META-�HETA-ANCHORS UND. -- --- ! environments or applications is essential for continued,long-term satisfactory performance. (4)1/4-x 2-1/4"TITEN TO MASONRY I 1)MINIMUM I-It2"EDGE DISTANCE FOR TITE N SCRE WS ; - � ; � i 12)MNIMUM 4-EDGE DISTANCE FOR TITEN HD`S I = I i I � i ; - � I , � I ; � I - I I Th service and are the ph'y%ical arid P17�.ial of 3r.p!Inc F1'.ri M.I n.Thdl'e'n firm and the prord en�neer id=nrein. A revocable [cense been granted to the user(#* en=tr as dV bell use the p,c;te= i 91,_=A Of in this and associated docu one tirrie on to construct the build andror a"ies detailed herein(V oRmy at e smifi= )w e use� identified bel use t a other that the one described herein andillor copying,d2lication or modification of any d ap.n erein is a violation of fede-r nil I oyright laws andfor state adriltinistractive code rd of Engineers rules, etc-and is punishaiiii b ty firr a rnent an or licen authod on e;,=Upon 0 D AT MAX.�5�'-6"(r/i: 1 1, RODS AT MAX T-0"O/c W/I I on of license for cause,ay person or S entity in possession of an ongina or coped ST version of the docl shall return all RODS AT MAM 5'-6"0/c versions to The Casti lo Group,Inc. (��l/�2D I A UBt immediately and cease any and all construction and/or use associated with docurni Use of this docurnent 401-0$) 1 aCknoviteages agreement Io the aforeffentioned tentriss and conditions. 20'-0" 20'-0" r7 DESIGN MEB I �ST21 DRAf7 CEG 12'—0 8'-0" 11j-412 4 — 10" 3'-0 0" U" r7 r7 (2)2x6-1/2 CHECKED LAP (2)2X64/2 I ST2 2'-8" SCALE 3/16 -0 0 3) 7 2 2x6-1/2 8.9.2013 '3' Oil F(_2)2x6-1/2 DATE T2 S I (WX84/2h T07 -0 0 ------------ -7— F—(2)2x6-1/2 2) x8-1/2 SQFT. 16j& ------ RFV DESCRIPTION ED 4"CONC.SLAB REINFORC fl SIZ�(j1tR(2)1,�TA24',4 @ TRIJfSS W/EITHER 6X6 10/10 WWM OR 10 F T07 1'0-2 1 i,#2 SPI 1'�X,4 FOST W/(4 P FIBER MESH ON 6 MIL VAPOR 1IYBG THR I�kDEDVROD BARRIER OVER CLEAN, LY ;o SSETV 2 COMPACTED FILL.SEE it ARCHITECTURAL DRAWINGS it it 3 F02(7) AND SPECIFICATIONS FOR if INSECT AND DECAY 4 it i 00 ---------- RESISTANCE CONSTRUCTION if i 00 T I I on PRACTICES.PROCESSES AND _-_�------ TREATMENTS TO MEET The rB ------- 0 R APPLICABLE CODE ir ACTILLO REQUIREMENTS. 1! if it i, it PI) i 4 0 ---- ---- F05 fill 1EJ01(11 Gmup i ii (2)MTS12's 0 (2)MS 41s it it muss! 31-10j" 15-6j"' 16'-2j" i TOT Designers I , - I - - F04 -0 STW�il)HYd [DTIJ 2 E n g i n e e r s EMB T I i Ill. Do 4"CONC.SLAB REINFOI CED W/EITHER t 655o Roosevelt Blvd. J if i i Vi --FO4- Jacksonville,FL 32244 6x6 10/10 WWM OR FIBET MESH ON 6 MIL ------- (904)772-6100 F_ if VAPOR BARRIER 0'"ER CLEAN, 0 FL CoA No.2wis COMPACTED FIL L L.SEE RCHITECTURAL .P in if !F03(5) 03 1 DRAWINGS AND SPECI ICATIONS FOR INSECT AND DECAY ZESISTANCE 31 Oy 2x4#2 SPF 'i r.. eomSTRtfeTtff1PRAe ES.PROCESSES :AND TREATMENTS TO M�ET APPLICABLE MERM'DIATErJAPK CODE REQUIRE VENTS. STUl)`wJ(I) VSTA24 ON it 00 3 2x4*2 SPF INTERMEDIA1 JACK! U0 'FO3(5) it U 0 i I 1� EAC0 JAC AD U') Dw?.(I)M$T1A244lNEAJCIjACK1 :i F �= - - __=2 AV(I SI @ BAS TO U Go TO ER (1) A ]EA t ER B JOW CJ03 0 15 t XY TO ADER W it 1 -0 �4 �ST21 00 �F02(2) Cj 02 it if S t 1(2)2X6-00NTA/31 _----42)MT. SI2's0R(2) S`IA2,!s(q_) A L#2� J-,F02 CZL— 6-! REFER TO TIFTA ff ASI -BA-Slq 10 1 11-JR 13ELPW 0 hffidx�6- M_1/3_1 RODS AT i��5-8 SHEA ST2 S (*RODS AT Ma 5�-8-0'/',, t j(2)2x6-00NTA/3 RCH CEI NG q DE Dill,I L Q/ 0 log REF'ER TO DETAIL A/V I 1(2)2x6-C 0 PORCH x T02(2) z 00 C14 CEILING PER —jy ffcTs' I- fF_ NO HDR RE D 00 4 RODS AT MAX.5'-6"o/c W/11 1 11 RODS AT MAX.T-0"o/c W/ C RODS AT MAX T-0-01C RODS AT MAX Y-6'i 1/2"DIA.STUBBY BTWN.EA. 1/2"DIA.STUBBY BTWN.EA. 10'-6" 9'—6 11- 10'—6" 11 9'—6 CONVENTIONALLY 201-0)) 20'-0" STRAP ALL SECOND FLOOR ROOF BEARING I St FLOOR STRUCTURAL PLAN 401—0)' WALLS TO BEAMS -011 3/16 1 2nd FLOOR STRUCTURAL PLAN HEADERS BELOW PER DETAIL A/ST L if = 1-011 3/16 1 FOUNDATION PLAN -011 3/16 1 (1)MSTA24 @ EA #2 SPF 2 STUD TO HDR X6 TOP PL. it it CONTINUOIJS:-_7�� if st HDR PER PLAN. 0 0 —WINDOW 1 WINDOW---------- OPENING i i OPENING P6 @ EA.#2 SPF 2X6 MIN.3PLY#2 (I)S STUD TO SILL PL AS SPF 2X6 STUDS > if S Pro ct Engineer: ine,PE i al ngill �6 _LlLi FACE VIEW if NOTE: SECTION ASSUMED SO&Lice o 22978 Z)1/2"DIA.A.T.R. SINGLE SYP 2x4#2 CONTRACTOWBUILDING 2x4 SPF#2 STUDS @ 16" 3"X3"WSHR&NUT SILL PL-(rYP.) Thtkwirig v dwittioutraised o/c(TYP.) OFFICIAL TO VERIFY WALL ANCHORAGE LEGEND AND signed in 81 UE ink, @ EA.SIDE OF FLOOR The 6wttillo Groij ,Inc. COLUMN,AS COMPATIBILITY WITH SHEATHING 1.tell t'DR.FOR LJITMU,AM. 6W Roosevelt Blvd. SHOWN. BRICK VENEER STEEL ANGLE LDITEL TABU 5/8"DIAMETER THREADED ROD ASSEMBLY W/7-1/2"EMBEDMENT FIREWALL REQUIREMENTS. 2. AXOU Jacksonville,FL U244 MAX HOT OF 4'BRICK VENEER ABV OPNGS INTO FOUNDATION AND COUPLINGS AS REQD. 3"0"xY4"ROUND MAX. 3.FOR mo- oF rmoiKvDil"ovE (904)772-01,00 HOLE WASHER ATOP UPPER-MOST TOP>ASSEMBLY. WINDOW HEADER DETAIL! 2x4 RIBBON BOARD OPENING FL UUM 141.1111WO 290 15 2'-0" 4'-0" 6-0 8'-0" 4-�3-X,`,,K 4-;t4";i:x' 91 3 OR SHEET 2'X3 _y _X,W _0. OR OR LAT�TORMON�Bl-KL34G-�M �'DIAMETER FULL-LENGTH THREADED ROD ANCHOR w/6" 5'x3X"WV 5*.3-X",.)j" 61 xl:EilnDR SECUDD: EMBEDMENT AND 2"EDGE AT FOUNDATION AND 3"111. 6".4'x3(" TO-- -11-0,�IAT=EROF L 16-0" 6--4"-X- OR Wx4NX," 8"x4i Vmi�S:,oT lmw�mfl*Ri SLOTTED WASHER(+FENDER WASHER)ATOP UPPER-MOST SEE ARCH/FIREWALL DETAI e FLOOR TRUSS/ 7'x4-AX" "�EAOiD WOODTO SHRef MUG FOR ADDITIONAL MATERIAL TOP>ASSEMBLY. 11111.4 x 11i I TH S1 wwr ON 11118RI5111117 XZPANSMY.011117-uss$/,r i XON-OWAMC HArM."JWVXCN AND CONSTRUCTION 3,,To 2 DOUBLE SYP 2x4#2 DIAMETER HYBRID THREADED ROD ASSEMBLY. V� TOP PL.(TYP.) DIAMETER ANCHOR w/6"EMBEDMENT AND 2"EDGE AT of 4 - -AU COAVJWS IUNrAVN 2x4 SPF#2 STUDS @ 16" FOUNDATION,w/j'-t(4 REDUCING COUPLING TO i"DIAMETER am Psi campimsm sr"INTIff 0 28 Zmys.. o/c(TYP.) 2x4 BLOCKING PER FULL-HEIGHT THREADED ROD w/2"x2"x1-"WASHER ATOP DIUMSONS I Pwrrw TO Bw ON DISTM ARE n" ARCHITECTURAL UPPER-MOST TOP>ASSEMBLY. WN. CES 11D-1 DETAILS. 121 WIDt /�IWID (2)#5 COW (2)#5 CONT DIAMETER THREADED ROD ASSEMBLY w/4"EMBEDMENT INTO 8 B FOUNDATION 4 PARTYWALL DETAIL TYP. FLOOR TRUSS BEARING DETAIL FOUNDATION AND COUPLINGS AS REQD. 2"N,2"x" WASHER ATOP -on E( 2 -Al x 4, N. T.S. UPPER-MOST TOP>ASSEMBLY. . I I I : : : : ; � i i i � � : i i ! i I I i i : i i I I : i i . � . THIS DOWMENT, ALONG WITH I : ! : it !! i i I 11 if ;l ASSOCIATED DOCUMENTS, IS AN : � I, 1711C THICK(Mli(24/16 HEADER ADJACENT TO � ___ --- I i i it ,I �; ;� I ,i _______________7______1 ________--- J ; OF ENGINEER'S : � SHEATHING THICKNESS & ATTACHMENT SCHEDULE !I !1 SPAN INDEX)APA- OR TOP>1 PER CALL SPH4-6-8 CONNECTORS AT i 1: �� i ________7_ i: INSTRUMENT ,i 1. I., ;I H I t I i I;TIE -RATED WALL SHEATHING OUT ON STRUCTURAL - , ", 0 ic�l 0, SERVICE FOR THE EXCLUSIVE USE I i - .� ! A � 1 - -Fk � . ;I :, W M . TOP >-TO-CORNER POST 11 I I,'I 1 1. 1; . 1 1 .I i I i i ,7,F-�,7 - "�:-,.� _�E- P. -�,,! ;! i I' I �; I �� --71-t ---,It �, � -, L I I I i w/(1)ROW OF Bid NAILS 0 � I I I I I I : - yl,' ;-4� L -� f L I-4, � M, �Ll �; (3)ROWS OF � 1 i� i t I, �1 1 1 ;1 AT THE PROJECT TITLED HEREIN. i P 11--I �T H I fl 5 ,; � j . PLAN. ASSEMBLY AND TOP i t 1 i i i i: I f � -_ I -: � , � 1 I I 3*o/c AT TOP OF SHTN'G(IN TO MAX. I \ � I l I i I f INFORMATION DERIVED FROM THIS i WIND (suppoilisd @ li OIC MAX) I . IDd NAILS 0 8" ; I ; I i� I f� I i! �� : (suppoli @ 24'OIC MAX) ',4r .�-(1) ROW OF I TOP >) AND AT BOTTOM OF .IZ-, >-M-HEADER : 32-o/.1,it i � i � i� I ! i i I _ 0 I-r: a . D.C. STAGGERED : 1: . i, I j I I �� — � laid NAILS I 11 I E I I :� I I � . .� I I I DOCUMENT, AND/OR ASSOCIATED ! i I I I i i i :1 1 ; ZONTAL . VERT APP. INT ;1 , 0 47 O.C. , � Si(IN M HDR.). NO jl� OUTSIDE CORN :I � ; �1 i L 1[ I i i� I I i SPEED& 8d RING SHAW NAILING MIN,THICKNESS(SPAN INDE)Q Eld COMMON NAILING** I � END j I I � .� I I; I I I I :XpOSURE MIN.THICKNESS- INT PERIMffE-PJ HORI 41, & . AS SHOWNI, EA ER OF 1��I .i I :�> i 1 I ,.�-(1) ROW OF PLY. j ADD TIONAL >-M-HEADER .. I I I I �I E I F STAGGERED, �I 11 GARAGE I . I I �I - I; DOCUMENTS, MAY NOT BE USED I I I P r. ! I i (SPAN INDEX) ZONE ZONE �I lad NAILS 0 CONNECTORS REDID wl TRUSS ;I f, it I I I 1, ZONE END ZONES APPLICATION OUT STUCCO Wl STUCCO I ,; 1 1/4" OFF 1 5/j_1 6 1 UPLIFTS Cl,OOO#. FOR HIGHER ;1 ! ;. I, I, I� - . t; - . is I I I I: I i �I � 6 O.C_ I + + 'I NAI l I , I I ;I I i i I �I FOR OTHER WORK(S) OR , � ii . (1) DIAG. BRACE IN. (4) : 7/1 0 -7—/I_(�" 15/32 '' <OF 2x6. ! � _, .131.3* Mli OR END- L �i I : I OVER i I I �f I. -/1 2- Ili 1 2- ' STAGGERED. * -- _ I i i; I & I so UPLIFTS USE CONNECTIONS AS I I , i ; G 2 , I SPECIFIED ON STRUCTURAL I 0 KING-STUD TO HEADER if ;1 TRUSSES APPLIED TO BACK SIDE OF I I I i PROJECT(S) WITHOUT THE 1 (2411 G) (24/1 G) (32/1 G h WITHIN 3/4- 37 2XIO HORS. USE(9)NAi 11 � � .1 If I I :. I a 16 :: I I 1 ;� WEB- CONNECT TO EA04'TRUSS WEB I I i, I PLAN. 'TRUSS TO >CUPS TO -IF THE INDICATED EMBEDDED I E I I I :i SSION OF i (i5Fp_�d @ 24'OIC ill - i I OF CENTERLINE I 2xl2 &ENG. WOOD HDRS, d APPLIED M FRONT SIDE 11 :, W/(2) NAILS. INSTALL DIAG.BRACES I I i WRITTEN PERMI I � ; jtBE ATTACHED TO SHEATHED ' STRAP(S) ARE NOT PROPERLY �'� ;I I ,: � I� , 1 115<132 niph 7/1 G, I OF 2x4 'I / . � :1 1 1 THE PROJECT ENGINEER IDENTIFIED I - G"I 1 2" ii —MIN.THICKNESS(SPAN INDEX) 8d COMMON NAILING' I; 41 �� I I CAST-11,11-PLACE, TH ��11--_ USE (12) NAILS. 11 OF WEB I EACH END OF CONT. LATERAL—if I I I l . i: - : I EXP.B,C,&D (2411 i I, 1# i"'bi CORN EY MAY BE :: - .I ; I. `�, I BELOW. � VERT APP. INT I, REPLACED BY'THE FOLLOWING: I ,--'__BFi LINES&0 MAX 20' i� I !I i� HORIZ I i If q I GARAGE. (1) MSTA-SERIES STRAP 0 I I :, i I I INTERVALS BETWEEN ENDS. 11 11 it !I I I I : �I I 1 i 1 I; : .� 11 I it I i I I if I : i APPLICATION OUT STUCCO W1 STUCCO ZONE ZONE I i . (1) HTT22 ** L&CEL JACK-STUD TO i� I 1� i I I ,I l; I . I I I; � .t [I I i �I !: � REV DESCRIPTION I! H .131.3" TOE- OR END-NAIli HEADER. 2xlO HDRS. USE I . . .; .L . - . - ;; I I I : 1 5/32" 1 5/32" 9/32- 1 1 ,I 0 KING-STUD TO HEADER. I � - - 11 if .I � . - Ii 1 2' ii 11 ;I i I I I - =:=�+ I I I : � I . ... - 18r STRAPS, 2xI2&ENG. It 71 I I I I I I 2xlO HDRS. USE(9) NAILS. - .- .1 � ;; . � I: I I � I I � (32/IG) (32-MG) (40/20) 1 1 1 1/2- 2 1 51W i V I 1; !, � . i I 1 1/2- R T WOOD HDRS. USE 24" i :; ,! I . I I : I � I I I' I - i! I I 2X12 & ENG. WOOD HDRS. � . ;I i f. I I 1 - � 11 U !! .� i 1 1 ;, I 0 BLOCK ALL PANEL E - -1 I I � i! I. . : 1:1 DGES 8d RING SHANK PER R803.2-3.1 OF'10 FBC-R: MIN. (i H I SE (12) NAILS, . . &1WEIDIDED S , \\�,; I ING & NOMINAL SHANK din., RING din. 0.012- OVER SHANK do., 16-20 I - I M2 or M;&T& I . .- - , TRAPS MUST : I . i I I : MIN. WALL SHEATH I ma Ow In Sw 3"I - r-A2 1 I '- �I CONTINUOUS LATERAL I I i I : : "i OF WALL S14EATHINQ 1 1 I 1 /16" THICK (MIN.) (24/16 SPAi- BE INSTALLED wl ADDITIONAL �� L i I IF LATERAL BRACE MUST BE MADE OF !I NAILING MAY BE OVERRIDDEN RINGS PER INCH,0-280l FULL ROUND HEAD. MIN, 2'LENGTH. I it W001i ANCHORING RODS . __._ I BRACE OUAN AND i I I I I : BY REQUIRED SHEARWALL 11 , I PC. OF #4 REBAR PER I TITY i I MORE THAN ONE PIECE, DO SO BY i i 2 - I *TYPICAL CONNECTIONS 0 STUD SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. FA I INDEX) APA- OR TECO-RATED I ii I i �� i SIMPSON INSTRUCTIONS. ** I� I I it OVERLAPPING AT LEAST 2 TRUSSES ,; I COLUMNS, JACK-TO-KING STUD 'A%LL/ 1. PER DETAIL El AT k- LOCATION DEFIkirn Ry i TTOM CHORD !I UT --> I T ; � ;: I I NAILING(SEE F/ST1). ROOF SHEATHING PER -SEE P/STI FOR SO SHEATHING-M-POST W/MIN Ei 0 12" O/C OR GYPSUM-%TIP kCW I. EACH END OF WALL WALL SHEATHING w/3'/12'o/c ; TRUSS ENGINEER. i I I I I I 1, ETC, HI I I .., H ! I i I !; I f ! i i ,7 SEGMENT, WITHIN 2- OF ... . I. I 3 - TABLE, i PLY CLIPS MBHES_ CORNER POST, MIN 5d's 0 4' O/C. IF MORE THAN 3 PLYS ARE USED, CONNECT EACH i CONNECT TO EACH ; I :I BRACING REQUIREMENTS. 8d NAILING, EXCEPT WHEN NOTED. I i - I, . . I ;I it 1! . : *SPECj ED NAILING REQUIRED FOR -.-- :1 BLOCK ALL UNSUPPORTED PANEL USE-RJ VERSION OF i TRUSS MEMBER W/(2) 11 L 1 I I. � � I ;l I! i� . : (4) .1310" ME-NAILS 0 EA. TRUSS/ 11 I, JACK-/KING-STUD STHD14 AT CURB WALL i NAILS H I I : il EVERY PLY IN ADDITION TC ,I 'R ,I i I il � Oi RAFTER -TO-TOP PL IN ADDITION TO EDGES w/2x BLOCKING. := !I I, ::�� , ;I I I I Mi l9l ENGINEERED TRUSSES OR 11 �i ASSEMBLY& CORNER POST :_,____� , 7-(DTL 2/ST2) 11 I 1 . H H H :. 4 1- I I CHIEDULE � I ASSE SLY. ROD 0 CORNER -RJ CONNECTOR 0 1i L I ! I i I � I :, . LOCATIONS. EITHER ;I I""!I (40/20)" 7U CONNECTOR(S) SPECIFIED IN S CONVENTIONAL(SOUD-SAWI i if M (1) STHD14/ I',, �I ,�I: I it . �: %, I ROOFM UNLESS OR ON PLAN. TYPICAL, ALL TRUSS & FRAMING. SEE PLAN, LAYOUT OR I: : MAY BE INSTALLED TO � :1 �I 3 i I q I � JACK-/KING-STUD ASSEMBLY- MAY BE USED AT I ; ti !! . if It :1 i , I 1. 2 � I, ii :I 1 I . i I EITHER SIDE OF CORNER \ I � I i ; � I ;; .1 . �1 .; I I. i : NOTED OTHERWISE. RAFTER BEARING POINTS. SOCIATED DELEGATED i � M-FOUNDATION &0 CORNER I I NON-CURB WALL i 1 I � If I I 1 I I 11 I 11 ;I � I. .N I I. .� %1 POST ASSEMBLY, Ill. ...III POST ASSEMBLY-M- l/ST2)LOCATIONS. 1; I i : i ENGINEERING FOR TYPE SIZE & 1; MULOPLE PLY POST CONNECTIONS / I! I !I 1, : � R I �I 1, \ 1 I I: I i ,I The I! 1 1 I I i 1� ; ORIENTATION OF MEMBERS. I . FOUNDATION. (MAY BE USED 11. I I I! I� !1 1, 11 I 1 1 1 � i : f NOT TO SCALE i; if . , I It I I I �I I � i . : i �I G) .; I.L. WOODiTie RODS) j� 1 111 "I, -� -11 I � � N, I% — _x-____ ; I I I j - _. , --- [� I A________M._ !I l � i AS i ON S 1U,TuRAL i - 2 �___ _ _==.____,= , --- ___,___.L_, ------ --- I/ ,11 ____1— -.--,--- i� CASTILLO __ ______ I _= _ ======�___�_=___ __ ---"- - i . (2 2 #2 SYP TOP PL. FASTEN PLIES -1 i I . ,I i : i'PUFT (�&s, C,_-.-NhErTI_1t! TOGETHER w/ (2) ROWS .1310" NAil_�S�0 1 li t DOCR(S) SHALL BE I T � i i ) 11 LENGTH OF CS16 STRAPPING w/MIN. (10) lad I _ + _+ ,I i ___ _-) H_2_5 ______— ;I ATTACHED TO !I F i i 12"o/c, STAGGERED, w/MIN. 24. Lk INTO EACH PLY OF SILL& HEAD(ER), EXTEND " 'TAPPROPRIATE FRAMING i i ,� !P !!, , .�� / i 71- "I �1� _J! / �+ M L_0PL TRUSSES ti i _J7_T55___I17FTTJ______________ 9 !� � . �_____.____________ MIN. (12) .13lx3" NAILS IN EA. LAP. t 11 -_ Ii . if HORIZONTALLY ACROSS STUD ASSEMBLY& ; I MEMBERS IN � I r -1) Hi8 ; I; *- MAY USE PA51 or -68 STRAPS Li STHDl H FOR TRUSSES 0 2,r O/C MAX Group i � ! i ;� — __ ----------- I :: , - �li i , , � i r�-,I)90 (11) I, 0. SPH4-6-8 0 MAX 32*o/c 0 PL-TO-STUDS I BLOCKING, CONTINUOUS TO CORNER. FILLING ALL I ACCORDANCE WITH I �: ,r , � ,, i ______-_- _ -_ 1 I - 4 STRAPS 0 HEAD(ER) & AT STEM-WALL APPLICATIONS. ATTACH TO I I .; A Mfld.Clxpowi- - I ! 46-, - I-,'5,� - NOT Ri WHEN USING WOOD"I'llie I; HOLES wl 10d. (TYP (2)2x( ) BLOCKING(TYP). MATCH SIZE i APPLICABLE FRA IN (22JTI dL-C(026�lad " I. i -.- __: __,� __ ______ OF ADJACENT FRAMING(STUDS). I i__ I � i L -11,_,; -_ ____-- I I , .n 1 i I _____74 5 !1 4 STRAPS 0 SILL)_.____________ - NUFACTURER'S M 6 , . _�L `L:-_ ________2_ � esigners : __ -I I -1 _j HFI,'� ANCHORING RODS if I_ TR 1_m G;( A NECTORS , x I ! PER DETAIL Ei .;4, I MA AIDni �) ., _ ----.--------- I INSTRUCTIONS & I �� I r I , : r�ll 0 C,0 ,,,, I H 's 71, TOP > PL w/(2) ROWS I� I 11 2 ;I . � , . C ___ 2x( ) #2 SYP SHOE li I H i 1 1 1 . i�� I : ___2��. __IE_ -11 �� . :. I I i ,, i� 1 1 rl ; If - . I I TSI I TO ,1 I ... I I 1 1; l I : U-10 11) �11 I. I'll,. T;OF �� OF.1310' 0 12'o/c. STAG MW ,� A Ili ;.I ii I i i. � ,1 1 1 Engineers I � I __�n ___ ____-1E i T� -,-tzt�-",,j---- 1 I I I� HEADER PER STRUCTURAL PLAN I I 11 I: MIN 23 23/32- APA- 0 TED III � � H ;i . I � : -,,, I �1, , - - -�� R,, 7`1`T �4MTRE%C(-R A I I :1 @ TYPICAL GARAGE DOOR OPeAlc4i FRAMING DETAIL — U.N.O. i / �� i I I � : �', -1 i L� 11 11 11 I i I�I SEE DETAIL C/STI FOR (VERTICAL) I ST, � I ! - I .J , I I �f I. I !i -" I" : : TrEN�,'�6j�L I 6ii NQ I I,-'et I� I[ 11 )R � . I!i HEADER-M-STUD STRAPPING i ) I f I L -2nd FLOOR WALL . , ; I : I I 1; I 1 :� 655o Roosevelt Blvd � . I 1 ; I ABOVE ;� - ; : �! I _- 1 1 NOTTO SCALE � I : I .. i I f I I I ; - : I � � . !: i: .i f I ; 1 1 1 -_ --- . I .1 , � I ! - I OVED 11 I -- -----T r---- SPECIFICATIONS. I I . � WALL SHEATHING- I I I 1 I I I , 1 � !� I L I I . I I J I ____ , ;: : i I I I i �r;�,_ ; : Typ OR WAII I � exw-laid NAl & APPR _\ 4 I I,� � �. -------____ - ---=--- , I I ,,/,, Jacksonville,FL 32244 ��-�: � . I " ! EXTERIOR STUD WALL SP FICATION =jIRUCTION ADHESIVE. -"L-===j i , I L ___ _____._____ ____ i I :l . � . -& - _==TN . 1 I I �_ -- I t SEE TYPICAL WALL FASTEN FLOOR ;� .7S -it I i: � L I I . ;. ECI .7 ll-- i I I , 'I . .� SECTION ii FOR �I DECKING(PER A i I - .I MATCH SIZE. GRADE & ,� i � ____ I I (90l 00 --- ___+ it ii I ,� -3/4' Width Pieces: .I I 11 STRUCTURAL SHEET FOR EXTERIOR , :; I I I - I I I 1 � /STI) , I t . I. , I I i I 11 i I 3 I - FAT EXTERIOR DECKS, LEDGER 1� i I l If It 1. ; ECS I FIL CaA No.29ol .. I _____-----+QUANTITY OF ALL 2nd _____ I DEPTH (MIN. �� - Minimum of(2) rows of 12d i nofis 0 12' a/c. I I I! IV 1: � ADDITIONAL SF I I I �i i - HSHALL MATCH JOIST I ;L If Z_TO LATERAL BRACE W1 1 l : II'l .� I :I i I . I� I �, , . I � o � I � i 11 ; I I! I � .� � I� i I TYPICAL INTEMOR BEARING WALL " STUD COLUMNS w/ + ", , I 1. 12xS) AND BE ATTACHED TO EACH I iI : i it i; I I f, �I'_ I SWB — IIIIIIIIIIIIIIIIIIIIIIIIIIII ,� - Minimum of(3) rows of 12d (3-1/4') nails 0 12" a/c for 14" & I if NAILS i BLOCKING IN FLR SYS. I ;i ,, , I � I � !I (4) lad COMMON .1 , I, NAIL THROUGH A.P.A. RATED SHEATHING . ___ q � I. � i� 1 . � . r I I ��deeper. !I 2x4 PLANK ORIENTED .i I ,, 4 � : III I , I % , i� if I 1116i (MAX) VERT. FRAMING w/ I ;, !I INT. LOAD-BEARING STUU WALL Z11" %,A� I , I / � I I i t 1, l � 1, I T-BRACE FASTENI it !I 1 4 1 IL � � AND / lst FLR-LEVEL I , , �. ; INTO FRAMING W/Bid AT 3- D.C. AT ALL . 2. * Nailed connections require an additional row of nails when nall size �vo I l LATERAL BRACES 0 24" I I I CTED ON STRUCTURAL IS I w I ,, ;1+ 1 '47dia. SDS-SCREWS - 3" LONG . . 1 I WEB W/.13lx3' a ;� i i li ��. i EXCEPT AS N ,. l'I I" + � I I �t i I f, � it 5 — : is smaller than specified above(min. 0-128"X3'). I I I I I I� I 2x4 DIAGONAL �: � - STUD COLUMN U.N.O.. - -------- !I EDGES AND INTO EACH PLY OF EACH I; �. .; O/C TOP AND BOTTOM. I � ------ �, . 'I 117 DIRECTLY ATTACHED TO M E2� . I Ol T-BRACE TO BE I I I I � EFFECTIVE>HT.(M I ABLE ... H �i I J , :� -==4 I== =4 ;I I 2" D.C. 11FRAMING, 3-1/2' LONG IF w . .z i . � . BRACE 0 24' : - L[ DOUBLE INTERIOR PLATE, 1 - I :� :, Nail from 8071-1 SIDES of 3-ply members, SAME SPECIES AND ;: 1 t 1 1 1 FASTEN TO FLOOR TRUSS ; �� .. I INTERMEDIATE FLOOR SYSTEM IMF== I� ELSEWHERE. I �. f I 1 I I . . Oi DIAGONAL I: ! BUI I I. W h I 1 ATTACHED THROUGH SHTIi - o< I !I 3-1/2' Width Pieces it -3/4" Width Pieces. 12" lI GRADE AS WEB TO BE ;i - W/(3) fall COMMON : .I ! � APPLICABLE M MULTI-STORY 1; -t-- I r 1 ,_ > I ;I . Minimum of i TVPL 21- bolts 0 24- o/c st - I I I I I li � TOE-NAILS. BRACES TO ; g I BRACE TO �I I :1 . � -_ i � 1: !I I � - ONLY. SEE PLAN. LAYOUT. OR ;. I I FOR OTHER UPLIFT HARDWARE AND CUANTITY OF SCREWS- l� ,�> I BRACED. SIZE OF MEMBER I I I I / LATERAL BRACE I_ -, I I - 12* :I I Ir ', EXTEND INTO FLOOR I j �11 ,I .4 E TIONS. SEE TYPICAL WALL 2x8 LOGR, � ; � I lad �_ - ;. I ti I I ;; . 11 0 :I i CONN C (6) SCREWS - -I i 2x STUDS !I - _t>,Ii - , ; , AS SPECIFIED BY11RUSS .. I . I I - KI,__1 -,- " - W/(3) ASSOCIATED DELEGATED ENGINERING FOR 11 11 � 11 - 11 �i �� I � i : JI�A I 2xIO LDGR: (7)SCREWS PER TABLE. � 19" ��,- - 41,- I I I DESIGN ENGINEER(41N. i 1 I I SYSTEM (1)BAY. I I ! ,I I I f if . I I : - : ; ;l "" , i I � I F I I R!, � I I AT EACH END , : TYPE.SZE&ORIENTATION OF MEMBERS. I !I � "_4" �� . 4 1. �I ATTACH 2nd FLR STUDS TO 1 st FLR SECTION AND TYPICAL HEADER -_ - , ,_ "I ! COMMON NAILS I I TION 1; FRAMING DETAIL I 1: , , - , 1, - �� " I i i 1; : 4 ! � BRACING. BLOCKING&INSTALLA j4A i .i 2X12 LOGR, (8) SCREWS , -,- , , , 11 I ,,_ - 1! lX4). 1\ I !I LATERAL BRACE LOCATION 1: . . : I, I I_ I !I if � _� I ,_ ;1 . 11 ii �� I I 1 ', ON BOTTOM CHORD TO I i: i STUDS (OR BEAMS) w/ CS16 STRAPS DETAILS. !I I, t . . . "I ,- :�� --- L � . i I . i ;I I , I � �___�,, :, � I; !, TION �. .f i . �. , 11 ; I; � i i : . TENED TO !1 " , . c I i. �_11 . , ;I it � I . I; I I I - + DEPTH OF FLR SYS. IN LENGTH) i . 11 � - 11 I! 1 (28 .; I I i ) HEAD 1 #2 SYP LEDGER FAS ,I _. � � �, I i; %MATCH BRACE LOCA � I AT DOUBLE INTERIOR ; .I ,� , , % :, � �i I � i! ; , . . �i 1 ! . . � I " ; I� I "ON TOP CHORD. �I SEE SCHEDULE FOR I AND SILL .I -IRST 11 16"o/c (MAX) STUDS w/.1310" i !; I . I j 1 I f I : i 0 MAX. 32'o/c wl (11) 10d/END, 11 I ;I SILLS/PLATES/BLOCKING, NAIL I _."� � �f 11 �,-I' - _-j [-_K__-1, �, 1 I i :I I I i i l 11 I I 1 �i .I I I - I - I , � ,I ;I I I I I I 11 I I GUN NAILS 0 EA STUD � ! I r I- I , � ic . f I � I j 11 I , I 1 1 I . ;i � MINIMUM WALL STUD ;� . TO SECOND PLATE W/(2) ROWS I I i , -_ ! , I .� I 5 �, I I i TYPICAL, INT. i PLATE I c ; i !�- " i ; '1� I i I 11 i � CENTERED ON FLR SYS., .I . I z . I !i _,�,I-, , I . I: 1 I . I I i I .1 (TRUSS-TO-LEDGER CONNECTOR i ,� _1 I I ,; I 1 1 , , ,: - " , M i �I I I ; INTERMEDIATE FLOOR 1 i ;, ;. I - *I', i� 1 1 I 1 ! 1 �I I i I I 11 i ,� _ 1; .. � , , �I . � & EXT. WALLS. NOT REQUIRED WHEN j� V 12d COMMONS AT El D.C. . - , �. , i � ! SZE, GRADE, SPECIES & - - 11 SPECIFIED BY TRUSS ENGINEER) It I �_ �!I I, I I !I ; i I ; I I , I ,I i 1 I: � � ER SPACING - i; I.- I _� , I SYSTEM ; I H - I: _;, -1 ��." . I, ;I 1: s I � i � II; I I i i "I t I. . SIDE PANEL HEIGHT TO I .. li , I ! USING WO0D*Tie ANCHORING RODS P i ��41 1 1� ,I - 1� �, I: I i i � I Ti TYPICAL, U.N.O. i —I I I I I -l,1 F----- I I I_)1.I ;; � : I I I li i t I �1,, i� ! �, ", I ; . - H .C ; i i I DETAIL B/ST1 I . I� .I I I!i 1 i WIDTH REQUIREMENTS I TRUSS LEDGER &CONNETION SCHEDULE (Ry,j PER TRUSS) .Z�j � I I I I ! . I i ;I I I I !I! I I � . I I i I��j INTERMEDIATE SHEAK I II! : h (ft) MIN. w I !I Rv#0-776......- EACH 2S I I . .. I i I SPH4-6-8 ii I�r I I . l� II i >� TRUSS WEB REQURING BRACIN i l : 0 FASTENi PER SI �, !!I I i, , I I 1 1 : : i '.1ill h I � I ; ! 7' 2'_l_ I Rv#777-1241.....2x8 wA8) NAILS C S if i I � ILA �I � I I I 9.4 12 1 1 . � < ; 11 I - I i I ; i - 'I i I � i V 1 l; 1i / I I I I I i i� Lil .I o � MEN USING WOOD*Tie ANCHORING [i . L! I I LEDGER DETAIL ; I 1 0 ;I I. � . I I i! I. S-_,S_H_Ei-TiS) !I I ,I . ,, i � if 2i i 1 1 I 1 1 i i T_V-8 IT 1! !I it PL-TO-STUDS - NOT REQl\ I 1 Ag-IPA9 %n9 -0191 Ii - "I 'I /1 1 i \ ,; ! :. I� j: I I I ,� 1 i 1 1 , I L ;I I I�i I i PT 2x( ) #2 SYP SHOE P .. .2.6 iii/(5) NAILS 0 i ! FASTEN EXT. WALL SHEATHING , I i i TO TOP PL, SHOE PL. & RIM or 0 MAX 32"o/c, I, H . i � RING !I - I � ,, :i 1! ! li �'j' / .I it / zi ; RIBBON wl PRESCRIBED "EDGE NAILING" I.I I 5' 1-5 li 2;f� i , ii I It � ! ; : SIZE/SPACING. RODS PER DETAIL B/ST1. . ; �! .I 1. I I .1 I I __% I 11 1. I ! I 1; , I, I � I .1 i v I : 11 ii ,I I �i : . .! �? . I i I I I �I NOT TO SCALE i I I I i � i �i �� ----,---- ______K1x ____1__/ I I i: j. I I ! i WITH 4" BRICK VENEER EXTERI � 1 i ( S 91T, �P i I - i ! r ;i 1 I I! I 1: ;: -=:=�—__=_===�-= — TRUSS ON PARALLEL END WALL (NOTE � i FINISH, ADD CORRUGATED GALV. . . ; 4 I—_=_ - __ ---,; I ; ,, z 1 1 = _�� - ; i I 1 1 �I I I ;if I; I 1 RIBBON ON FLOOR TRUSSES NOT SHOWN i : "I �I I ;q 1 i I I �� , I ; '! 1� �I ;I I— ; !. I I FOR CLARITY.) �: . I I. I t; 41 . i ! I BRICK TIES 0 24"o/c HORZ. & I - � - �� ii ROCF/FLOOR I I if ! ; 1/2"dia X 7" EMBEDMENT r� J__ . (1) HTT22 TO AIR Ii � I : i 16"o/c VERT. BRICK TIES MUST �: E ;; (2) #2 SPf?x4 0 EA. COMER ;. ,. 1 t j i 1: i i I I I HEIGHT-LIMITED APPLICATIONS MAY USE. I ROOF/FLOOR SHEATHI�TRUSSES SINGLE -MUSS I l, I ,� I I CAST-IN-PLACE "J" BOLTS OR I i i I.L.O. 4x4 POST. (3) #2 SPF 2x4lS I I 1, ;I I I i i! I i i i 'G TO I LLO. EACH HTT27, (1) PHDIS OR (2) .. If . I i i i I 1/2"dia X 6* EMBEDMENT lr ! ____ ______--i i I *CORNERS DIRECTLY BENEATH �I BRACING NOf t � ,, � : i WALL STUDS. If PHD2�s. IF PHD2`s ARE USED, MATCH .1 _11__�_______ --- !; i [i i I : EPDXIED ALL-THREAD) RODS w/ j FOOTING (SEE TYPICAL WALL SECTION) I lJ �:�! ,I BEAM WHEN 6x6 IS REQi I; i HTT16 ATR SPECS. IF OVER let FLOOR I H, it 1. ALL DIAGONAL AND CONTINUOUS LATERAL BRACING LUMBER SHOWN SHALL BE 2x4 CONSTRUCTION GRADE SYP OR BETTER. U.N.O. l i t 11 I` , ,, I ________.__________ - I: 1, � ! WALL SHEATHING PER TABLE 2'x2'x1/8" WASHERS 0 24"o c. � --,—.---.----- 1 2X4 #2 SPF LEDGER j, I! 11 ;I :I ; BEAM, STRAP TO BEAM w/(3) CS16's I 11 HTT`16 &5/8-0l EMBED ,: 2- SHOULD A SCENARIO ARISE THAT DOES NOT RESEMBLE THOSE INDICATED ABOVE. IMMEDIATELY CONTACT THE ENGINEER OF RECORD FOR if I 1; i � i SEE SILL PL SHEAR CONNECTOR it QUIRED). ;I w/(4) .131 X Y TO 1; I I I EPDXIED ALL THREAD 0 EACH I i ,I I .I : I I . i END POSTS RE 1; . APPROPRIATE BRACING DETAILS. ! � I I i: ;; t; : ;; i I � . (3) .131 X3- 1 1 ____ -- 13 If EACH INTERSECTING ;1 ,: I � i ALTERNATIVE AS SHOWN ON :; 3. BRACING LUMBER SHALL INTERSECT M WEBS OF THE BRACED TRUSS AT LOCATIONS INDICATED AS NEEDING BRACING ON THE INDIVIDUAL TRUSS ;. : Ii . ; ______ I 'L ;I � MONOLITHIC-STYLE FOUNDATION SCHEDULE ON S-SHEET(S) li .I TRUSS MEMBER - I � NAILS 0 EACH 1! STRUCTURAL PLAN. 1, DETAILS PRODUCED BY THE TRUSS ENGINEER. l 1 1: I I I i [: SWB — SPECIAL SHEARWALL DETAIL If � I i _____ I �� , I : SHOWN- SEE SHEET ST2 FO WHEN USING WOOD*Tie RODS. 11 11 Il � If I . If I; 1 USE WHEN TRUSS OR I I I 1 � i � APPROVED FOUNDATION I NOT TO SCALE !I if 4. ALL FASTENERS SHOWN ARE .13lx3' NAILS. I � if 1; Sia 'M 1 � I . I ,. 1; I ii 5. SINGLE TRUSS BRACE METHOD MAY HE USED TO REPLACE 1 CONTINUOUS LATERAL BRACE REQUIREMENT. 11 i � i if LEDGER TO I � ,T it H BLOCKING. ; A I :1 0 ii DMIFFNERESNTONHZITS !� UON � � TYPES/STYLES. :, I 1, j i I j F,,� BEAM-STRAP PER N/STl I 6. REFER TO BCSI 1-03 FOR ADDITIONAL PERMANEMT TRUSS BRACING INFORMATION. i I ,; ON OPPOSITE SIDES ; I i . � � L� 1; i i i '�i . !; , -, - A P A. OR TECO RATED i 1 1 1 t� i OF WALL. . I L 1 _7/16 1 1 1 �I � I I I i L____------------------7--- ----------- __ I I - - so 11� _N/E_pNH_1�6 W/6-/12-o/c Sd !I �� -�-=-,:�--- --:=— :----- ==== if I� �, I H j______-------------_ ___ _ ______= _ =- = I .r�"'..', ALI G 1. (9 � TYPICAL ONE— & TWO—STORY WALL DETAIL it i! . i I,, � q PERMANENT ROOF & FLOOR LATERAL BRACING If H 0 11 . �. ___�(4) .13lx3" TOENAILS !� � 4 SIDES I; 1 I I I I !L it 2x4 #2 SPF BLOCKING �I I i! NOT TO SCALE 11 i NOT TO SCALE It I� � 0 EACH BLOCKING 1 I �i I if , !I i I I I .. 24- O/C. REDUCE I TO TOP F hTE OF H PT BEAM � @ --------- - I I t I H I � .L . I i L � ,-.,--- ___ ---.--- FROM EDGE OF I I ABOVE 1 1 i ------------------. -I! I� SPACING TO 16- a/c FOR i I. t i --_-_ I i ----------- I! AX SHEATHING/POST . I EYTERIOR WALL Ii 1_____--_-------___________ __=�_=___7___= -=7��--_�-�::---=-�__-_-__,��__-�-- ! it .1 1 � i ,, . SW2 AND 12' o/c FOR I :-----_____________-----------,--�------------,-,-------- I ; I i I I t �. ; :I � . I I I I ! � I t I -- __ Swi. I ** WHEN THE HORIZONTAL DISTANCE FROM THE ?x4 #2 SYP OUTI OQKFRS- t, , I __Mwl1i i I I; I I i -, _,___��_ � I ;1 I � , SYSTEM - 1 1 - I 1! i i i i LOW-CARBON STEEL NUT FOR WO ,__ ROOF i - __L I, PEAK OF GABLE M THE EAVE OR SEAT OF THE - OVERHANGS-.<16% 0 2,Volc W/ - -.---- -7 I H TRUSS IS LESS THAN THE MINIMUM ON-CENTER - i I 11 I I I I I - � i "�,_ CONNECTED M WALL if .1 I T_ _T_�-------FT-- I I 1; I !I I ,I I I � AIR ABOVE ROUND 'FENDER" .1 ,1 � - I�i ;I T I I .; (1) H5 GEACH OUILOOKER TO TOP - - TURAL I I I I I it _� i, , PER STRUC I I i ;; 1 � EXTERIOR WALL I 3 i � , ; -, ___ -_ ---I I I E, 1 I I I 11 SPACING INDICATED FOR THE *X'-BRACING, A CHORD OF CABLE TRUSS OR END I i � WASHER ABOVE 3"x3"x9/84" !� d I 1 : I :L i, I � It ,, 1: I I _________,_I_ __ I . I � � ; I + 1; . I I, I I ,�, I I . DETAILS. I I -S IN (TYPE) : ! I; . -UP OR BOXED COLUMN MAY BE SINGLE ")r-BRACE AT THE PEAK MAY BE USED 1: i i SLOTTED STEEL WASHER. ROD TO - � I __ :i . I i I I WALL TOP > I . I I BUILT : I 11 >_ I -- _7r I I I -_ I i BE POSITIONED SO THAT SQUARE-,I- �_,; ,(_ ,. 1� if � I MIN. 7/16- THICK (24/16 SPAN INDEX) Ali OR 1 I______ I j AND THE OTHER (OFF-PEAK) -)r-BRACES MAY - OM3tHANGS lfft->24!'. 0 16-o/c 11 , , 1. 1. �i . - , ,�, 'I 11 : I I I� DETAIL TO BE FOLLOWED AT ALL LOCATIONS WHERE I JJSED IN LIEU OF 4x4 OR fixti. � i WASHER CAN BE TOTALLY ", 1,,I , - 17 1 I -RATED WALL SHEATHING ATTACHED M L 11 ;� .I I 0 - I j �> i I TECO I ;I . _ l I I 1! I ] I � EXTERIOR WALL RUNS BETWEEN TWO PARALLEL TRUSSES. . BE OMITTED AT THE CONTRACTOR'S DISCRETION. , I; I � TABLE BELOW. I I� !; I I / � � FRAMING MEMBERS&BLOCKING PER I ; i I i SUPPORTED BY TOP >. ; ! il I t ! i (2)HIS 40EACH OUTLOOKER TO TOP I i (In r. I I I . 1 I 1 :i *4 . I i i: I I . i. 1; I i BLOCK ALL UNSUPPORTED PANEL EDGES W/�MIN. i ';- :, I; I! ]i ; 1 , i, I; i 30-35 1 � 11 NOT TO SCALE it FASTEN ALL ROOF SHEATH] G CHORD OF GABLE TRUSS OR END F TEN ALL ROOF SHEATHING I I I--- . � ; I. � I ! ADDITIONAL ROW OF 8d I TORQUE NUT ABOVE WASHER TO I I ., 1 1 2x4 BLOCKING. CKING DETAIL I: TOP >. � 11 1� I ;i I �t 1. I . I I � I I ,__ `_ i I � I 9K (9 - 2x4 BLOCKING AT ALL ROOF W : i NAILS 0 Vo/c TO DOUBLE I § I FOOT-POUNDS AT TIME OF INsTALLATioN I � .I I I 1 I 11 I 1 4f-n" OF r.'ARI F I �I t I i � I .. WITHIN 4' :1 I ! IN. STUD END POST �; � , STJ � I! 2ply M (PER . i . I� : i i i > - EXT. WALLS ONLY (AFTER EPDXY CURES). �; I. NOT TO SCALL i HI SHEATHING PANEL EDGES WITHIN TO ALL SUPPORTS w/5d -SUPPORTS w Bd 1; i ! - I I �I I .I I __j ; �,_ I r I. I, i - -- i i I I I .I 1 4�-O' OF GABLE WALL NAILS 0 4'o/c 2x #2 SYP BLKN'G 8 4 i - 1,--- : EACH END Oi �, I" I I (STAGGER NAILS BETWEEN " I I � . _,-STRUCTURAL PLAN) 0 I i: �. 1 1 f! t . . - � ______-------I I - ______-___ ---.-----�11------.-------- ____ ____ - . ________,_____ �; ,_ , -_____ -- . ", ==,L__ ----------- __ ----------____9l -��-�',A __ OUTLOOKERS wl.131 �, 4 �4 1 i � i i ! 01 �1' �� - SHEAR-WALL U.N.O.. SEE DETAIL D-STJ 1 1 L - I� �I -� �,�; � ____- �: 40 d* : 11 ! I I I ...... -- i i ROWS). - � I I k, x3' -� l� �i 11 ,I I I , I, 19 1 L !,; I I�A_-- , I ____.___ ---__ A ! i 1- " I 1. + i I; , R �� I, � ,I I i : *INDEX" SHEATHING 1/2' I,1 'p, ; I ,OR ATTACHMENT OF PPST PLYS. 1 1 1 1 1 : � TOE-NAILS 0 6'o/c TO 1. I i 1,� :z TR XI 1 1/2" WOCID*Tle . - : (3) .1310" TOE-NAILS TOP CHCIRD or I� � - I f� i FROM BOTTOM OF SHOE PLATE I i I 4- -IV- r I , ! 171 Z) 44, ' I � i TO CREATE MI � C . I � I 0 OUTLOOKER / I ., I 2x4 BLOCKING AT ALL ROOF :� 411, i N. 1" OVERLAP 11'�Ili ! TOLERANCE- Y4' PER FOOT OR 2" PER ,,� 1- 5-1�/2-MAX ROD U.N.O. I HEADER PER STRUCTURAL ! � DROPPED (-3-)J-) TOP CHORD . I I i '_ LOO I I I : . i �, i � 1. I S - ;- !, i i I SHEATHING PANEL EDGES WITHI"' --- � i 1 - 4- I I I : I ii ; f. .......... KING-STUD ASSEMBLY :i If I WALL. I OF WALL "'I LOOR LEVEL- WHICHEVER IS LE S. __�, _ __ - 4- V ,I SS LAYOUT 1! CH . I 2x `L` OR "T' BRACING ON VERTICAL i 4!-O*OF GABLE 1 __�-==-7-_-�=_===_-_-=---=---- � ONM DOUBLE PLATE 0 TOP ,, W0,00*119 ROD FFT i .� � __� . PLAN OR TRU SLOCKING-TO-TRUSS � 0 I ; #2 SYP DBIL 0. ---1________1-------- --- - I I T �; ---____ -- -___=�_------==------------- : I i � .; ___1 � I I . N I I WEBS AS SPECIE) BY TRUSS I I L i I I I I 1� - I; --------.-.------- I L 2x I 11 4P. � � "_,� � It WOW TIE R PER I � AT OPE INDS MAY SERVE I' Top > � �__- __ 2 #2 SYP ENGINEER. I TOEIAILS 0 . I � -- i I I 1 I I �! . � AS END POSTSAT I: _ �=_ I I ; MIN. 2x4#2 SPF 0 MAX. 2+a/c w/ . i I CONVENTIONAL OVERFRAMING CONSTRUCTION NOTES Li 4* a i . - /STl I it ;� ----------------------- _+ I ! L 0 BTM M I I . I I MIN. (1) ROW OF I I I I I tl SHEAR-WALL ENDS l 11 --�____ ____ I . -TO-TRUSS TC 11 I i i 5d NAILS i I 11 I . !i ; - � � I . ; .13lx3" NAILS 0 6"o/c FROM BRACING I ;I _ I i I If 1� if I ! _. !I w 1(3) .13lx3- LS ; i H 11 I . . I - I I I I ,I ji . I I I I ! i Ii TO TOP > EXT. I . I : I I / I TO WEB. ABSENT OF SPEC(S) ON ii � ; i I i � I I 1 I i I - I I -_ (2)MSTA24 W/(i Ir—L.- END- L WALLS ONLY. APPLY SHEAR i = --A ! � i ,I INSTALL DOL 2x it i 2x #2 SYP DOUBLE TOP >ASSEMBLY I I RAFTERS - USE 2x6 #2 SYP/SPF RAFTERS 0 24- O/C ATTACHED TO RIDGE & VAI I EY NAILER w/ (3) .1310" TOENAILS. I" I � I! !I I � ,: t� ------ I I 1 0 I I HOLD-DOWN AT E 1 . . I 1 AX T, � BLOCKING IN I _==- I - 1 I ll - SLOPE M MATCH ROOF PITCH. w/ (4) .13lx3" NAILS. i I - 11 EACH END OF EACH 11 I TRUSS ENG.. REFER TO -EXT. WALL I I i � I I � I! FIRS1 IIND 511.111.1 ; WALL LUU NAILINk,rLK I I I � 11 . I BEAM TO POST. TRUCTURAL ! ,I ;I I! il ! � � �_ --- .1 I, OF SHEAR-WALL, ER � ,:-_+ I f: i� � !I 2X4#2 11, STUD SCHEDl ON S 1; VAI I FY NAILER - USE ONE SIZE LARGER THAN RAFTERS AND ATTACH TO ALL INTERSECTING TRUSS TOP CHORDS I ; I I . It i i � I 1. 1; 1, .I i E/ST1 WHERE REQUIRED. I I I A i I 11 SPA MATCH I I I . ' 2x STUDS CONTINUOUS FROM FLOOR - 2x4 #2 SPF C - O/C (MAX HEIGHT = 6'-3-*). 4M i i 1 ! I INTERMEDIATE SHEAR I � � , 7 If 1. �YP 'X' BRACING. LOCA PEAK &SPACE i RIPPLES 0 4 , I 1; I 1 ASSOCIATEDD � i it r I "i �� . 1 11 �� i I I t EQUALLY EACH WAY AS SHOWN BELOW. EXTEND *X' i DRAWING, USING WEB LENGTH/HEIGHT ! � :: RAFTER CRIPPLES 44, 1 1 � I .; i 1-4 . f ; . I I ADJAC61" r i I 1, I i I SYSTEM TO UNDERSIDE OF DBL TOP > I ; : . z I i I - t� HEIGHT. DOU13LE AN /OR � RIDGE CRIPPLES - 2x4 #2 SPF 0 2' O/C (MAX HEIGHT = 6'-3"*). : II -�_ iNTEIWi FLOOR FASTENERS, PER DETAIL i� 5 1 � i I %BEAM ABOVE if BRACES INWARD MIN. a' FROM GABLE WALL AND I_L_U. > I . 1! ; ! It - I I. . . I . I 1, I z I i it 3? I! i� � i SYSTW-APPLICABLE ; I I - --- I 1 ASSEMBLY(O OUTLOOKERS). SEE M : 1 t LOW-C SON STEEL I A/STl TABLE, TYP. � it ! , !I - !i . it *IF 1 x4 T-BRACE IS ATTACHED TO CRIPPI E w/ -1 31 x3" NAILS 0 4" O/C (MAX HEIGHT = 9,-1 O*). -STORY I I I I I. _;F ' 1� ATTACH TO 2x4 VERT 0 MID-POINT w/(3) .1310" I TRIPLE *CsIT's" AS REQUIRED TO !I I ; I To MULTI I ,-- -_ _ - - , I- SIZEE I E I I I I I STRUCTURAL PLAN. I� (-) I � COUPLER w/MIN. W I SUILEffi ONLY. I- ___ 9 '. I 11 � I .. 70P VIEW OF !i NAILS FM EA SIDE OF*X' BRACING. MIN. (3)EVENLY I MAINTAIN MAX a/c SPACI,NOW I : I IMF 2x4 T-BRACE IS ATTACHED TO CRIPPLE wl .13lx3" NAILS 0 4" O/C (MAX HEIGHT = 11'-2'). 44, l I i : ;I - _ - 11 I SPE FR i� . :"ONN I i; I � I . I THREAD ENGAGEMENT I I� 7___r - I I. I H AWEAM 1 I PT#2 SYP 44 POST 1; . . WEBS EXCEED SPACING SI I � ; ,I H ;I _��. D X B ND. � ! 11 �! . IF CRIPPLE DOES NOT BEAR DIRECTLY ABOVE TRUSS TOP CHORD ADD (1) 2x4 #2 SPF BLOCK BETWEEN TRUSS TOP CHORDS ATTACHED w/ (3) .1310" 0* - ! . � �,,� 'X` BRACE SPACIN * ., I W§%&F-TOP CHORD GABLE ROO : - i I . :i I \ * �'HEDULE. '!;I POST I 1!% I � twv__ -�_ _i if i STUD ,�', RACES PER GABLE E ��, FROM EACH WDOD*Tie ir . '� I ;I I . -COLUMNS TA 1; , MAX G:, � I 1 = � i . I i LLER THAN 10' OR I " i � : . . [� p I H ,I , I � �� ENGINEERED ROOF TRUSSES Q& -NAILS TO EACH TRUSS TOP CHORD. I � : / I: ��I i� I , TRUSS I TOE ' ROD. (OPTIONA" �_, E ERS. PER SILL - 1 1/2- din. I i I . . THOSE SUPPORTING ENGINEERED I ,1112 PI H - 8'-O"o/c ��, i .; I 1 ATTACH CRIPPLES TO RAFTER OR RIDGE w/ (3) .131x3" NAILS AND TO TRUSS TOP CHORD OR 13LOCKING w/ (3) .13lx3* TOENAILS. � "I" : I LOCATE AS Rli 1 I : INTERMEDIATE SH AR FASTEN ! 2) MSTA30 Wi 10d :I WOOD PRODUCT. USE PT#2 TC ,�� I CONVENTIONAL RAFTERS/JOIST, — 0 w i I � � \_�( I I ' I � � I � �� SHEAR CONNETOR SCHEDULE �-SHEET(S). I WIDICID-Ile ROE III i AILED TO PLATES :; 11 I �n;"' III[?. ,3�12 PITCH - 6'-O'o/c � : !: l� � ! i . ! I WOO(i RODS - Vdic. 1 I _____ . ill NAILS N i I SYP 6X6 POST. (U.N.O. ON I e1l,7� 01/16- THICK (MIN.) APA- I h 0 Ij TERS). I l i I I, III I I ! jq=�,4�_,_� ,,-,,-,, -"- i TECO-RATED WALL SHEATHING. 11 Vi !Xl I. I I � . A: � .. I ;I AND BLOCK114G ON M 1 1 STRUCTURAL PLAN) , � . fy 1 1 RIDGE - USE MIN. 2x8 #2 SYP/SPF RIDGE (RIDGE TO BE ONE SIZE LARGER THAN OVERFRAMED RAF � I 9 r__ -------- I U.N.O. I INSIDE I � ;� � I I � . � A307 THREADED STEEL RODS I. I� I i FACE OF r kU_ , 1! I ; I i P; !I 1"" L- I _0 ___.__(A--------- H NAIL RIDGE ENDS TO COMMON TRUSS 0 ONE END AND TRUSS TOP CHORD OR BLOCKING (SEE ABOVE) AT OPPOSITE END w/ (3) .13lx3* TOENAILS. �� w Q_ I L I . I -_ . : 1, WOODIll ANDIORING RODS I . I ii � - _____ �_ __ MATCH NAIL SIZE/SPACING �� _________=------_____-�.......-,----,-- I �_____ - .-.---- . ... ,, , 11 - (-AIR-) LOCATED AT ; TRDTN'L MIL CONNECTORS :I I [; i 1� , i I 1!1 1 I i I ; ;; I I I -_ �� EXTRA ROD REG. FOR SHEAR-WALL HOLD DOWN IN Ii I I I � i 1 ; ; i, DESIGNATED FOR WALL BELOW �, t USSES BELOW OVERFRAMING w/ A OR TECO RATED SHEATHING PER DETAIL A/STI. L - - ---------- ; . � CORNERS, EACH SIDE OF ; 11 I 1 I 1 1 1 1 1 � T Ii GABLE BLOCK ALL PANEL EDGES. .. I I � ,� I I I .I 1: . _____;�Atl� ------------------- _____ I -i ADDITION Ta ANY RODS USED FOR UPLIFT. i I I I 1 I .I 1: �� i it >_ I ; N �i I I t .I i , 2x4 #2 SYP LATERAL BRACING I I 11::�� -_ OR_ OPENINGS LARGER THAN 6'. .� I !1 i I i i �! BALLOON FRAMED i T'O��_ < I I ----__________ 2x4 #2 SYP *CATS'* I- - --------- � ;I . 1 I I I; I - . - ____ Z) �- ! I EDIATE : AND Wo/c i WALLS) or ii 1. � I � I I I �, I �. �; ; . I "" : � ;� i i .. 1 ! I ;I il !I PATTERN FOR -I i i I w/ (3) .13lx3' NAILS INTO EACH i 11 I i : � I I I 1 1 11 I I POST M SLAB CONNECTION WITH l� 1 1 -- ----- - PATTERN FOR 1 : "INDEX' SHEATHING 1/2" FROM E�--- I . \ I TRUSS BOTTOM CHORD. MATCH CONNECT END OF LATERAL 13RACE TO 'I j** BALLOON FRAMING MAY BE USED WITH I . 2x 12 SYP CONTINUOUS V 12-o/c ATTACHED TO I : I ___ I I !I I 66 W/(12) 16d !- 41 !I !� �IEITHER ROOF TRUSSES AL i BE 1 FROM TOP >OF EL I 11: � I if! I I . ABU44 OR A I I �� SILL PLATE I 4'o/c i WALLS) i; i. I It 1: Fi \-OEAM . I I SPECIFIED SW(B BOTTOM OF SHOE PLATE FOR �,, I l I � OR CONVENTION I I SPECIFIED SW( .1 ry U) i , SHEAR THEREAFTER. SEE DETAIL I I i 1 1 li II �I ;i SPACING & LOCATION OF ;, BOTTOM CHORD OF GABLE TRUSS �/ ATHIN TOP MOISTURE PROTECTION AND TO I If I ; TW VIF I & AIR OR (1) HTT16 &AIR. if i: AT SHE ,I I 8d COMMON HOLD-DOWNS - -WALL SEGMENT tI I I; 1, _W OF ABOVE � I It I I TOP >�S W/(4) 12d CREATE Mft 1* OVERLAP ONTO .; I ii � I i; IFRAMING. IN EITHER APPLICATION, WALL 11 AT SHEATHIN TOP SHEAR-WALL TO ADJACENT, I k I i I F/STI FOR USE AT ENDS OF I I ADJACENT'X' BRACING. ,L 1 (2) H2.5's. 1-15's OR EQ. 1 1 CHORD OF INDICATED COMMON NAILS& .. I l; I I i i ,; ;I I it � if . . . I f ;� I . I i SHEAR WALL SEGMENTS. 11 I! !I r il 41 :1 . I TRUSS CONNECTION. I z; 11 I ; )F 1� SEE TABLE FOR i 1 NAIL SPACING 2nd-FLOOR SHEAR-WALLS ; I I I I I 1 1 I I t 1 1 FLOOR BELOW TO TOP PLATES IMMEI i �I it e0sl'i 'FRAMING Iii BE CONTINUOUS FROM THE 1 I CHORD OF INDICATED I PARALLEL TRUSS. ADD .131 VED SHEAR-WA FLOOR SHEAR-WALLS I I I i I i , 11 1 1 TRUSS CONNECTION. 1 I I i � , I ; ;I I I NATELY x Y NAILS FROM TRUSS BC i I I 00 DOUBLE PLATE 111 LL ist- i I, ;i Li- a Mp OF V��, i I !!;I . !I ll 2x STUDS CONTINUOUS FRO I I ATTACH BOTTOM CHORD OF GABLE ;� 1 I I ; W/ , OUTSIDE FACE OF SHEA-MIN �"�`,�,j APPRO ;� - 1; I . it if M ii :: it :; ADJACENT TRUSS . ,I � I I if I I I � I FASTENERS r 1: DESIGNATION 1 I I I IADJACENT, AND CONNECTED TO, TO THE !l M 2x AND FROM 2x TO I I AND ,: 1 1 1� I: . 1. I -FLUSH- W1 I _ I . TRADITIONAL 1111000*11,111 TRADITIONAL WDOD-Tie :I j I I; i I FLOOR SYSTEM TO BOTTOM CHORD I i: TRUSS M TOP >ASSEMBLY w/ i I � (3) laid COMMON _ I � Ii TILOOKERS ABOVE. LE A 11 . r: SLAB EDGE I i PANEL PANEL I I I ii I ii . I a_ �z ! BE 'Al SPACING. ,; HARDWARE RODS HARDWARE RODS if I ,i V� i ;I !, ,; i ____ . . i! :r I UNDERSIDE OF THE OU TOP >- MATCH EDGE I � — I !, � -__._________,___, I ER I. TOE-NAILS. I t I i ,I I . NAILING PATTERN FOR . i: � , I ,. EDGES FIELD I I 1.__ , � . OF GABLE TRUSS. SEE .13lxY TOENAILS 0 Vo/c&EITH GABLE TRUSS IS USED, IT MAY BE APPLIED TO �! il I ; i - I I I __ - I I ;z I�� 'I FASTEN STUD PLYS �I 'I I 11 STRUCTURAL PLAN. MSTA12 STRAPS 0 48"o/c OR LTP4 C. 1 1 1 i I M. . . I � �� ,I I i ;l , -,, � I, 1 14- 1 i - — i� I! I '' - I I - r__11_ .i -` THE INSIDE OF THE WALL STUDS AND THE B I 1 irl i ry X C) i L . Sw WALL SEGMENTS >_15' LONG- WALL SEGMENTS > (2)CSlt's ACROSS WALL SEGMENTS_> . I : �! I TOGETHER PER DETAIL 11-- - - , - I. SPECIFIED SHEAR-WALL 2x x . � I ___ I I q ��;- 11, ," , " , `�'',�x PLATES 0 32"o/c. __;�f" X 3" ;1 1 MUSTMATCH OR EXCEED j ENG. TRUSS . ENG. TRUSS .- __ :i ENCLO 6'o/c 12'o/c,NONE Ri WALL 15' LONG: NONE- FLOOR SYSTEM TO 15' LONG. NONE i k I , , 1, ��` � ATTACHED M EACH STUD WITH (3) A31 1 ___ � _j 'i I 1, ..... - - - :"" - - - ii I i I ij i , t !� SED i ; 11,, ,,� ---,, i� I 1 Dl , �,,, , 11" ,:,�' �,_�-- 4:14 I --- 11 1! i �, I �,"�,, ,,',�,� , - ENG. TRUSS I I - i I Rli WALL HEADER OR STUD REO'D. WALL . I ;!I I I 11 I ,,.,- �__, Ali ME I.C. TO THE TOP PLATES W/.131 x 1! LENGHT OF SHEAR-WALL I W I � 11 i SEGMENTS <15'LONG: (1) 11 I i " I, I, '' ��.�,_, � .1 PLATFORM FRAMED �:e� _j I T 1 - 1 i I I j I 1 1 11 1 I I f I ,,1, . -��,, -,I,� T I -d " _� __ - i I I .. . " t SEGMENTS < 15 COLUMN 8 I. 1: � � . I ,,, � , 1,1�,,/, " - �� , 3" 0 4'o/c IN (2) STAGGERED ROWS. --- `7\: i I!! 11 SMPSON -AT- (ACRYLIC TIE) ; I HTT16 OR (1) PHD2 ELOW w/ SEGMENTS < 15' . i1i I � f . ,��` �,, ,,__ I I - " I !UCT, SHEAR-WALL- CONS'IRRUCT I !T T,Z,_--� i � FOUNDATION - I I 11 " , - *- BOTTOM CHORD OF GABLE TRUSS MAY BE , � � , 1 1 SHEAR-WALL- CONSIT ; I < I — I I � r l9t FLOOR I! I , ," , I I � - . PER SPECIFICATION- El III i M 6 < I It I I !��I I! �! il if I , , I I I FLAT, SLOPED, OR COMBINATION THEREOF. IN - I IF lst OUTLOOKER IS I t � - , " . , I if! [I I I I I � 2-PART EPDXY. INSTALLED I I PARTIALLY LONG: (1)Yj"dia LONG: 0))V410 ,- x,�'.-, FOOTING (SEE I ` - ;; OR BOTH SIDE(S) MAY BE - '� !I if D __�j � MONOLITHIC-STYLE � �� I I PER spEctnicATiON. EITH ��! i PER MANUFACTURER'S ,_ I � if ENCLOSED i 8"0/c HOLD-DOWN AT BASE I I I I� I! ,,, ,e,- ,;, I I 0 . FOUNDATION SHOWN �c WO00i ROD W1000i ROD ''. I i I I I 1, I ;, _', t , I - : ':: �; i INSTRUCTIONS. ---;;) , - 3: i I I — 11 ;: . j! I� .1, I &L INSTAIi VERTICAL WALL FRAMING MUST - _" � -, -I ,32' FROM FASCIA . . OR BOTH SIDE(S)MAY BE ;if . I ____,!__- I, ;, �I 11 I 1 - � I I� PI I '�,,/��e� i i ,�1' , __ EDGE OF 2x NEED NOT SHEATHED. ii I w I I FOR CLARITY, SEE .1 'b*ACROSS if� , ,� I . M 4. L __-___ __ __ ____L - 11,_1 FOUNDATION PLAN FOR i BE CONTINUOUS FROM FLOOR BELOW TO TOP ", I i th 0 -C � _T__ If SW2 (1) HTTI6 OR (1)Pli (1)Jrdla (1)Jrdla I I - I i -, 4, _- BOARD, DOUBLE lst SHEATHED. 4; I :1 M : I SHEET ST2 FOR .i (2)CS16 I I I _ 1 r BE FLUSH WITH EDGE i H I SIZE) f� PLATES IMMEDIATELY ADJACENT. AND 1 I � . LIS + �-,r:��,,, - — OUTLOOKER ONLY. I I - :� ;- - -__-1 'I ii !I 1, g ) I OF TOP >. ! I _ 0 APPROVED FOUNDATION 1;; HEADER OR STUD i! 1 I CONNECTED To, BOTTOM CHORD ABOVE - , _I CL I. . I " :1 I 31 � I i ;i � __1_______1____________ ____ I _ D M I I i 1# J_ M _j ENCLOSED ro/c 12'o/c WOODINTle ROD FLOOR SYSTEM M WOOD-Tie ROD += - I' ]�� M ,6 En TYPES/STYLES. .1 ,I I ; j; I I :1 I. . 1! THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A i � f� COL BELOW w/lst ! H it 1; I 'I THIS DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A . : I I I .< ME D H 3ARTIALLY FLOM HOID-DOWN ji I SHEAR-WALL TO A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM MA H I ;I iz 1 1 SHEAR-WALL M A HORIZONTAL(ROOF OR FLOOR) DIAPHRAGM VIA I :1 I . i i 4"o/c 8"o/c I I I E m : :� ii E14CLOSED AT BASE I 11 If ; ii i AN ENGINEERED TRUSS, AND MAY BE USED LLOL FRAMING THE � AN ENGINEERED TRUSS, AND MAY BE USED LLO. FRAMING THE 2 i i NJ 0 ; — _ - !'@CHANGE IN PLATE HEIGHT � FRAMING DETAIL U.N0. 1; � I-- I I . I I - 1, I SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZ SHEAR-WALL CONTINUOUS TO THE UNDERSIDE OF THE HORIZONTAL I = it (1) %-dlla WOCID-11 (3) CS161 ACROSS W1 Willa WOOD-11i I 11 1. !, ONTAL i Li- 0 Uj : i _yo HTT22 OR (1)Pli e D . NOT TO SCALE @ I; -NTIONAL I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL � � I e, ; swi (1) I NOT TO SCALE !I ,! SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVL i I ,�% if ROD(MATCH HTT22 FLOOR SYSTEM TO —END FRAMING DETAIL — U.N.O. . - 1, ENCLO H I TYPICAL GABLE i I RAMING IS USED, i � MIN. 2* EDGE �, SEE SILL PL. SHEAR CONNECTOR SCHEDULE ON I SED 3"o/c 12'o/c (MATCH HTT22 � ROOF F ROOF FRAMING IS USED, U � � i I __; I EMBED./IEDGE DIST.) HEADER OR STUD 'It V) i DISTANCE � . ______ ______________________�I !: t s I COL BELOW w/lst EMSED_/EDGE DIST-) __ ________ _______________._________._ NOT TO SCALE !I ! I ; . S-SHEET(S) FOR SILL >-M-FOUNDATION _=_�___________L., .I r - —— -___ � OP I I ,',� ACHORAGE WHEN USING WOCID*Tle RODS. I! w/3'x3"XJyV I I 1 @ .I ; I i I ROUND-HOI F WASHER FLOOR HOLD-DOWN W/3"x3,xw 1 FOR ADDITIONAL INFORMATION AND DETAILS SEE TRUSS ENGINEERING ' :. OPTION #1 #2 D 0 'r— 0 .i IPARTIALLY L� ____ 1, i Z I I -------I-__________.___�-I—- ---------� -,Z=_====��__= =__ .----. INTERIOR SHEAR-WALLS RUNNING PARALLEL TO TRUSS ABOVE i INTERIOR SHEAR-WALLS R RALLEL TO TRU55 AS I ______-_____ _1 ! - i I . AT BASE ROUND-HOLE I ON cowwcni A GYPSUM CLN'G I DETAILS FOR MAXIMUM a/c �_=�� - AYPA GIVE = - I I : i i i CLOSED 3wo/c 8"0/c 1; !� I � WASHER DIAPHRAGM. REFER TO REPORT ICC ESR : SPACING OF BRACING. :; EXTEND HEADER TO KING STUDS I L__ , ,-,-,---------,- -----------, I _j I . i �4 - r I �I i ; T_ I I i �I -= MIN. tlSi) Bd NAILS EACH ENLI UF LAGH blIKAF. 1 1338&ESR 1046 'GYPSUM BOARD ;: .I -------------------------------------------------- ry � I I . i I � ; � WOOD*Tie DETAILS & SPECIFICATIONS : SEE H.I.B. '91 and BCSI 1-03 . .i I 000 I ;I INTERIOR &EXTERIOR APPLICATIONS.'. I I it . � I, ATCH EDGE NAILING i i FOR ADDITIONAL ENGIN ;, � 1 i MATTERN FOR I�r--------- . -______%________-_______ i j ALL UNDER-EAVES (SOFFIT) TO EERED KING STUDS PER STRUCTURAL :; P ROCF/FLOCR SHEATHING i i NOT TO SCALE NOl I WOOD TRUSS HANDLING. ;I i - �__ I !I 1) HARDIE-PANEL OR LP SMART SUNG IS AN ALLOWABLE ALTERNATIVE M THE SPECIFIED 7/16- THICK APIA OR TECD-RATED WALL BE EITHER VINYL SOFFIT li . —1 - . I . I I- ------ 7-.-� -I -- ---,: I I 2x4#2 SYP NAILER M , -----Tlj--- i G) - FIED AS SUCH ON THE STRUCTURAL PLAN. INSTALLATION AND BRACING !I PLAN EXTEND ONE KING TO TOP i ; SPECIFIED SW(Bi A 0 .Z� i � -=--_=---- -=----=-_-_�:_- �::�_�--------11 I SHEATHING ONLY IF IDENII MATERIAL. RATED &INSTALLED I I I -BOTTOM CHORD OF TRUSS i _L__=_=__ ____==-- = --== .t�zll IL -11 � . � � 11 �, � � I � �, I I / / 'P / / I LAN. FAIL PLAN. �_ - I� AT SHEATHINO-V TOP . / /I / : - -=---=-- STRIi nai f HEADER PER STRUCTU I I W/10d COMMON 0 3"o/c. f PROVIDE FULL-DEPTH � I =_-�-� _==:====:�=1 OF HEADER. INSTALL REMAINING I i i I 11 2) OPENINGS AND/OR PENETRATIONS GREATER THAN 12%12' ALLOWABLE ONLY IF IDENTIFIED AS SUCH ON THE STRUCTURAL P FOR THE APPLICABLE DESIGN I I,L_� �i , , t I V) N , Gi i !I _� KING STUDS AS JACK STUDS AND I I - � 1� � � 16" 1 1 ; 1, , I � I CHORD OF INDICATED I i I . I� .; I 11 I TWEEN JOIST/ I I H SW2 DESIGNATED SHEAR-WALLS SHALL BE MIN. 48' LONG w/ MIN. (24) EVENLY-SPACED lad NAILS. PRESSURES FOR THE SPECIFIC -+ r- _�__, _'_ � 'it� TRUSS CONNEC'n . I I ; 2x#2 SPF BLOCKING, AS REQ`D FOR RADIUSED-TOP 3) TOP >SPUCES IN SINT & __ �� STRAP EACH JACK TO HEADER ON I i . 11 I � I . 1 I MAX - THICK (MIN.) (24/16 BLOCKING BE / / ; / / / ),1 / / _�� 1� 11, 2 I I I I 7/16 s . � I I I � 1�1 �I N -- ---- -- / I STORY I 1 I OFIED TOP >Milli IS NOT ACHIEVED, ADD(2)MSTA24�s (ONE EACH SIDE OF>) CE14TERED ON APPUCA,noN, Q& W THICK _� - _'�, I I MSTA24 c I,--I�11�I�11 I TRUSSES ABOVE let t : WINDOWS, w/(2) ,13lx3' TOE-NAILS PER END. T 4) AT LOCATIONS WHERE MIN. SPE �, "I I w/(2) 1 Od TO EACH TRUSS. . U SHEATHED SIDE vil(1) I � - -_ I I . SPAN INDEX) APA- OR /!/ / / / / "'. / - THICK WALL EACH SPLICE -RATED - - __1 ____ - I _; F_ I I 1 i SHEAR-WALLS. ATTACH I .. MIN. 7/16 if (MIN.) APA- OR TECO �_ QR 1, I 1 PER PLY. 11��. ., �l; l�'I 1 1 i I � � HEADER. ADJACENT TO I, _�___ DO NOT SPLICE - OVERLAP N I , I I I ,�-TECO-RATED WALL I SHEATHING TO BLOCKING , 1 I I: i �� I SHEATHING OR STRUCTURAL : -WALLS LOCATED ABOVE CMU WALLS SHALL USE HOLD-DOWNS FIED FOR FIRST-FLOOR SHEATHING w/Ii / 11 11 _> JOINTS MIN. (2) TRUSSES. i �,I` �i,� nl�, I / / / I / / / / SHEET-SIDING wl(1) ROW OF 2. TOP >- PER CALL OUT SPH4-6-8 CONNECTORS � 5) SECOND-FLOOR SHEAR 114 � � SHEATHING w/3*o/c 8d �i i ,� D 15" FOR 5/8*dic li G� BLOCK L/c 1� I , 11 , !'I, I'll I ENG. TRUSS ; w/Bill NAILS 0 Ii AND DESIGN RW i ON STRUCTURAL PLAN. 0 TOP >-TO-HEADER 0 �i SHEAR-WALLS WITH MINIMUM AIR EMBEDMENTS(INM UNTEL OR -nE-BEAM) INCREASED M 12-FOR 1/2-dto AN 1 Eld NAILIN - I - EXTEND BRACING TO END OR I! , - 1-1 I-1 16' MIN. FOR 1 STORY 1� NAILING. BLOCK ALL i I i NAILS 0 3*o/c AT TOP OF AX MAX. 32"o/c. , 6) AT LOCATIONS WHERE AN INTERIOR WALL IS DESIGNATED AS A SHEAR-WALL, THE WALL MUST BE CONNECTED M THE OLAPHRAM UNSUPPORTED PANEL EDGES. �-�--- �-------- ___��__ - --,- li __1 - I I BLOCKING M TOP PLATE I 'P : i I i 1� - RAGED WALLS & ATTACH. i �_ 1�� ,IJ 24' MIN. FOR 2 SMIRY I ATTACH SHEA ING - EL I ____ i I I I . I _,zl "Ii__�i- FASTEN SHEATHING TO HEADER W1 / 711 i w/Oi ME NAILS 0 ----.---.. ________ i SHTN'G(IN Ta TOP >) AND AT - ABOVE. REFER TO DETAIL Ili FOR OPTIONS.- i __ - , . w 1; i I M NAILER W/8d EDGES w/2x BLOCKING. I . - I I. 0 'G(IN TO HDR. E i I .�_ ,;D ,�;,�i I i-i_: :! - I � p 1 I F__k . _,iL I 8d NAILS IN 3' GRIT) PATTERN AS I; COMMON 0 3'o/c. �j i 4-0/C IN (2) STAGGERD I RW NO ADDITIONAL>-TO-HEADER I , I I I 'I I L� I Ic .1-:1 1 71 I I SHEAR-WALL - CONSTRUCT . ! ,; B TTOM OF SHIN i I I i DRAFT . 3 I . I � i i I i /1- `I SHOWN & 3'o/c INTO ALL FRAMING !� I I I� i ROWS. ;1 � i I I '.. 1 1 it ;i : CONNECTORS REQ`D wl TRUSS i - OR TYPICAL SHEAR—WALL ASSEMBLY DETAIL 11 I 'a/c 5d COOLER i I I c-I �._ MEMEBERS(STUDS. BLOCKING. AND � �. .1.1 PER SPECIFICATION. � I I I I [� I I : i .13lx3' TOE i I I �4 I I : . !I I I i .I i� I : FOR HIGHER - �, I � I 11 SILLS) (TYP). I J if ATTACH SHEATHING If � DOUBLE TOP > 1. I. .I LAP : UPLIFTS 0,001i Y + �� -----, END-NAILS 0 KING-STUD � NOT TO SCALE if ji Iii NAILS OR ji 1-Y4" JE CONTINUOUS BRACING IS FASTEN TOP PLATETO I�II - ,�_�i J�l -- IF THE INDICATED SHEATHING BE ON OPPOSITE � or , . , .: R i I I 11'_� EMBEDDED STRAPS ARE I 1 I; I � ! I 4 1 11� I 1 - I � ,'. Bid :� SIDE OF WALL OF BOTTOM � WALL :I I! � UPLIFTS USE CONNECTIONS AS _______j_ ----__--__ __- M HEADER. 2x6 HDR. � HEADER W/1(2) �n," � � I - TO TOP >!S W/ �� - � -I� - 5 G � DRYWALL SCREWS. 1 APPLIED M THE BOTTOM OF THE I I :I 1 ;1 1: I I I I H I E NOT PROPERLY ON 0 3*o/c. CHORD NAILER. ; I 1 1 I; I 1. I ii !i � -- - --------�-- i , ! OF 16d NAILS 0 3" : INTERMEDIATE (NON-CORNER) i:,", I:�i CAST-IN-PLACE AT H i - SCALE N.T.S. : SPECIFIED ON STRUCTURAL PLAN. I � � S USE(6) NAILS, 2x6 & --- _____ _____1 ji BOTTOM CHORD (AND. I a/c uUMM I I/ - 7 - - I I I!,____-___,------------ ___1! . V 'I , , !� i - " I � I . _________________________ ------------------ I TRUSS BOTTOM CHORDS MAY B 1 I j i . : ",�� 2xI0 HDRS. USE(9) I if SUBSEQUENTLY, THE GYPSUM Cli (TYP)- �-,"�-�', � �! ,I FOUNDATION POUR, . !I I : � . ��2 - APPLICABLE ONLY , .i I BRACED BYRTHERMETHOD - I i- - I PORTAL FRAME DETAIL MATCH J . ii � i; 1 i ,� I 7 .13lx3* TOE- OR � ENG I! (1) WCQD*Tle ROD ADJACENT TO I i IS ATTACHED M THE BRACING I: TYPICAL SEE STRUCTURAL : :,i-' THEY MAY BE I 1 THIS ! TRUSS-M->CONNECTOR: I ,I i� : - I it ,]', I ! I 1. THE CONTINUOUS Ix4 BRACING � I 1' ' I _. � I If � : -NAILS 0 KING-STUD WHEN WiNDOW DOESN'T ATTACH - WOOD HDRS. USE (12) � I RATHER THAN DIRECTLY TO THE : 1-1722's 1T SHEAR-WALL TO A HORIZONTAL (ROOF OR FLOOR) DIAPHRAGM VIA I i : i DIRECTLY M HEADER. SEE TABLE FOR , I, 11 1 (SHOWN AT RIGHT) OR THE RIGID . JACK STUDS PER I-1 FOR ADDITIONAL INFORMATION, i�, "! REPLACED WITH H I q ; SEE TRUSS SCHEDULE �, ; DATE 3.11.2012 END STUD POST IF PORCH BEAM IS H I �_ - * : ��--, . .. 11 ! I I TO HEADER. 2x6 HDR. USE \ NAILS.. �: TOP PLATE MAYBE NOTCHED TO " TRUSS) THE MAXIMUM o/c SPACING AN ENGINEERED TRUSS, AND MAY BE USED LLOL FRAMING THE i TYPE (DTL A/STI) ;; I _-, ' WINDOW HEAD DETAIL PROVIDES AN ALTERNATIVE METHOD OF ATTACHING A �11- I MAX. I " : SIZE & CONNECTION(S). NAILS. 2xl2 & CONVENTIONAL LUMBER (2x8, 2xlO. - i,'I I ZHMEIGHT CONNECTORS, ETC. I! I . it I I Ill ? H - (6) NAILS, 2x8& 200 � ALLOW PORCH BEAM M BE LET IN TO 1� + CEILING DIAPHRAGM (SHOWN AT I� "I U . - __ - � I---- ��,��_ i SHEAR-WALL CON11NUOUS TO THE UNDERSIDE OF THE HORIZONTAL i I ;; 4 I- - -E I i r I � _____------- .______-___ 2xlZ ETC). (1) WDODPITIE ROD LEFT). _4�1 OF THE BRACING IS 247. I STRAP TO HEADER ON --� 10'-1 � I I i l / k l, : HDRS. USE (9)NAILS. 2XI2 \-(1) MSTA-SERIES STRAP r WALL PROVIDED THAT(1) 2x4#2 SPF 1 1 i - �, Q, ilill, r�,�, - EM13EDDED STRAPS I I SHEATHING. THIS DETAIL IS NOT APPLICABLE WHEN CONVENTIONAL L STUDS /SHEAR WALL I JOB NO. STANDARD 11 . T ______ . 'i, i I __- __!`�_ -q�_-----:7--.- ADJACENT M EACH SIDE OF POST IF I UNSHEATHED SIDE w/ 1 FOR A PANEL SPLICE (if needed). : _/ - ;. i ! &ENG. WOOD HDRS. USE � 0 EACH JACK-STUD M PORCH BEAM IS ENGINEERED LUMBER � POST IS ADDED TO EACH SIDE OF �I I " , , Ili., I,,; MUST BE INSTALLED w/ 'i ROOF FRAMING IS USED. � FRAMING PER PLAN __--___--__- HEADER. 2x6 HDR. USE I; (1) MSTA24 PER PLY. PANEL EDGES SHALL BE BLOCKED, I I � � PORCH BEAM TO SUPPORT TOP>. IN :I I Or, l ! i I (LSL. LVL. PSI- ETC.) ;I CONTINUQUS WOOD BRACING METH01) I - -� .� 1 r-1 ADDITIONAL PC. OF#4 ;� i __ -` !- I if I 0P_n0N #4 SQ.FT. DETAILS i "l -4A.'LASITCHORING RODS, PERi INTERMEDIATE WINDOW HE D - , ADDITION. (1) WOOD*Tle ROD SHOULD ;I GYPSUM CLN'G DIAPHRAGM METHOD I I &OCCUR WITHIN 24' OF '�, ,'�! REBAR PER SIMPSON OPTION #3 I l 12� STRAPS. 2xB& 2xI0 I MID-HE1GHT OF WALL I i 11 (REQUIRES USE OF EXTERIOR-GRADIE GYPSUM BOARD WHEN 'I: - I i DETAIL B/STI. EACH SIDE OF APPLICABLE vil DETAC �_ BE INSTALLED M EACH SIDE OF I' " , ',.!,,' INSTRUCTION& I INTIERIOR OR WALLS RUNNING i � E�/ HDRS. USE 18' STRAPS, , 11 I-- !1 i 7/16- THICK (MIN.) (24/16 SPAN i'i I -� 1, i . I EACH OPENING, WITHIN 2' OF TRANSOM(S) ONLY. SEE TABLE 2x12 & ENG. MOD HDRS. � PORCH BEAM AND(1) MSTA24 SHOULD I USED WITH 'PARTIALLY ENCLOSED" BUILDING TYPES) INTERIOR SHEAR-Wl RUNNING PARALLEL TO TRUSS ABOVE I PERPENDICULAR To TRUSSES ABOVE W/HEEL OR i : � I INDEX) APA- OR TECO-RATED - "I �!,� ;,�i,�' I P * Engineer: � ; I I -1 l I I I JACK-/KING-STUD ASSEMBLY. FOR SIZE &CONNECTION(S). USE 24" STRAPS. � __-, , BE ATTACHED TO(1) SIDE OF EACH !i I WALL SHEATHING. BLOCK ALL 1-11, , �16* MIN. FOR I STORY I ; f VERTICAL WEB li M V-6', . - - I . : � i- �,--5-__I, i, 11� /2� 2e MIN, FOR 2 STORY �l�i -�,,l � i ce . ne, R,� I ! i 11, I � � I _� MP >CENTERED ON 11i JOINT. h .f UNSUPPORTED PANEL EDGES w/ I ;. - : � I - __,,-- I : i � 4- - (1) SPH4-6-8 CONNECTOR :.I I I � � "_, 1� TYPICAL BOTTOM CHORD BRACING & SOFFITS DETAILS , - - : STHD14EU SHOWN 1 --------------- L----.,-.--- ---------........____ _____________-__ yr___� I 11 I i I 2x BLOCKING. HORIZONTAL I IN PROPER �___-____________------__--- -__- -, I 1 I I I I i JACK- &KING-STUDI(S I 11 -1 din. ANCHOR BOLTS I I I ineer ) 0 SINGLE JACK-STUD TO ,� � �� i - _�, I NOT TO SCALE I! APPLICATION REO'D w/STUCCO 1 1 � . , I - 1, . I . . I - . , I il �, Ir MIN. EMBEDMENT& t , ; I APPUCATION WITH 1 PER CALLOUT ON I I I _� �� I, FLOOR � OE >. USE (1) LTT20B PORCH BEAM MAY BE 1442TSi - -1, I G I l EXT. FINISH. .,�W/ I . I I CURB WALL- . Licens if 1 2) STHDI4- EMBEDED 2'.2" 1 �� i t SHEATHING � STRUCTURAL PLAN. I .DED __ -1 i -� x3/16' WASHER (TYP). I I I PLACE l I � � 0 DQUIRI F JACK-STUDS TO AROUND TOP PLATE PR �l 1 1 I�_� �=�_= -:_—_____-_-___-_-_-__---_---_ z ( --- . : 2x4 RIBBON BOARD �, I .. FOUNDATION. USE (1) I .. I iI I i I rGA Ucen I : , .: ,� l I I SIZE & CONNECTION(S). -, I !I -1 FOUNDATION. USE FIT SILL >. � .: �_ . AT BASE OF CURB �� , � r WINDOW SILL- SEE TA�ILE�FO THE TOTAL DEPTH OF THE _-----,,'��` � 1-0:j I I 1, STRAPS 14' INTO j, 3ply 2x( ) #2 SYP :: I I 'EMBEDMENT LINE- '; FOR FLOOR AND , 7 � �,, 'L Ef . , i ; HTT16 a TRIPLE(OR MORE) BEAM IS >9-1/4' UNLESS , I I , _ l: I ll_ __---- . SHEATHING -_ �`l TRUSS MP CHORD Lac 41ce 2 INTERMEDIATE SHEAR __� JACK-STUDS TO I 7URAL I I I --, --- 1� STHD14U WHEN LOCATED _ i !� I WALL. , ATTACHMENT. --- ,--" - . : ___� I NOTED ON THE STRUC , � - I it 11 7-, . ;! , I - , � � LOOR � >z ,,� ; WINDOW(S) AND �, - 1_ i 1. AT A CURB WALL(DTL � I � 1 1 �,, . , ! nwo withoutTalsed I IER SILL> k� � FASTENERS, PER biLL> FOUNDATION. i SHEET. _�� - I�,,1- ; .I I i I i 2------ I. I I , I: I i I, ,-- TRUSS .,_ I b HEEL/END VERTICAL ; : SHEAR CONNECTOR SCHEDULE -____ Ol SHALL Bi ,�I- -,-- : -- INTERMEDIATE I 21S, AND BEGN L ! I- � . " � �� ,i� OF TRUSS �1= Sli I I I _� . I, -L-_ I; ; - I . I ON S-SHEET(S). � ATTACHED TO - I 1: 1,� I r. - I I ��:�, . i I ii 1, - . _� I 1 1 � � � 11 I I I '� :� + '. I',- I I I , i - I I H � , , �, ________ - , + J , , TRUSS BEARING 1! 'EMBEDMENr AT BASE OF I I _ SV I I I , I : , j L APPROPRIATE I . ANCHOR BOLTS PER I t- - NAIL POST TO PORCH I �, _ - i I CURB WALL. t___---I --- -4 f; " z I �I , 1 . � I -1 I : 1 1 . e I. FRAMING MEMBERS 11 � i� ; +:_ 1! � AMING _LL— 1i 300i n, . Ilt�� i I DETAIL A/STI, TYP. I - I- i i i - __ HEADER W/(1)ROW OF I 1�� -_I---- - __ .I REQ'D PLACEMENT FOUNAIDTION PER STRUCTURAL PLAN. ;: WALL FIR I lad 0 6-o/c FROM CONT. I i �I ! ; I � I I- - I � I� I _4 IN ACCORDANCE I I I - I i r I I i - -131x,3' NAILS 0 2" O/C. I ��, 91 OF OPTIONAL(I.L.O. 1; ; I, 2x4 M 2x4 BLOCKING APPUCABL TEM - I I I . 11 - , , i .�, __ . 7 1: ,. :; . . , ROOF SYS -%_ � . St."ustine,FL 32084 MANUFACTURER'! L l� I Ao _- - __�+ i I 1 4—WITH E `� �� I- __ >� ,_� : 11 I I .i I I - �� , 11 STHD14's)HM's l I i I I� � i I i I I i � 1 1 (go4)'824-MIS I I . � . 'I �', i� - - - --I 1�_�,�__ _____� I . -"\ PORTAL FRAME DETAIL I_--.--_.____ -- __� if HORIZONTAL 2x4 SPF#2 1 . �:, I T �F � __ � _ _ __ __ __ _� �_ _ _ . ., INSTRUCTIONS& � _ , DIRECTIONS. .� � i � , I'T I i I ; : I: __1 - i I � � + li I I I I �,� �� 1 1 I i BLOCKING STAN TRUSS 1, . 1: � .......... . i I. . I _I_ I . I, ST1 NOT TO SCALE . I i : I . i I � I . . H I I I I it .1 : \_2x #2 SYP TOP > 1,� i -- "/I ! I ; (2) ROWS OF.131 X i I ROCIF/FLOCR SHEATHING ____ SHEET . r— � i 1 I \!'I'--- lVI Il KO I; I� I I . !'PLAN MEW OF CORNER3- NAILS 0 6'./. ,I 1; I I �, TRUSS TOP CHORD WOOD*i ANCHORING RODS TRADmONAL METAL CONNECTORS :1 "'i THICK (MIN.) APA- OR _J1, 11 r .I — --- .----------.-- -_ - - PORCH BEAM SEE ; 1 1 i ;I HDETAIL __----------__ - '' ' .: � I / I . I ____-- --------- ,1 STRUCTURAL SHEET F . i I . -- - ---------�I _141____- �I . . � � I --.----------- - ------------"� 1�1 . . 1 I TECO-RATED SHEATHING wl 11 ;F7----- _,_______----------_____--- ____ _-_=�=_-.---- .� I : I f . g�4� 1z"Ai---w0siI.�C & ; MINIMUM SIZE. q I SEE STRUCTURAL PLAN. 1; i I! 11 1� ---., � I I I CONTINUOUS 2x4 SPF 12 W/ -- I I I HEEL OR END I I I — I I . --liE i; , §., , ,4i (3) ,13lx3- NAILS M EACH --l"I" -` ,� . I . 11 : I 1. l t7f'_=_'__'_�J_�_* E -E-Ce, E!_' � I _, __ --_- I i I, FOR STUD SIZE/SPACING 6*/6*o/c Sd NAILING, BLOCK �I VERTICAL OF TRUSS N. mi � �,_Z� I- I �i :1 I ,I--- 11 !I !I � .1---- I �a__ X_ -W- -- , ,_ �" ..�_ M, It III _.�,'14,`:P-ININ-�` . REQUIREMENTS. ;1 ALL UNSUPPORTED PANEL EDGES I I V ,I 2x CHIMNEY FRAMING ; 1'-_____ .I�, _�L I - " 1 / 1, . " ;I� � r � -1i ,!;,� �)F � I I . . .. i i I , " I 1.� 1 �" i , I .� , I I I , -i �,-W E 4 T.'�,'FF_�f' ED I. -11 I 1 w/2x BLOCKING. I !i MEMBERS - SEE STUD I I MIN. 7/16- THICK (24/16 SPAN , � I, , `:1i " . "I/ TRUSS VERTICAL& 0 6'o/c , �- EQ IM". 1-1- - 11 ', - ii ,I z� I , " I 1, . . I � I-- --- . I II . P /I I.; I , I / 1. I 11 ; I P 777i, 11 : I H , I I I I �.1 I =0* , I I I - - I - . .", , �_,_-131xi i TO _� , ,T,_ : � I I I I I i i / � I , " I ; , i'l I, PORCH H _____9 5�� 9 INDEX) APA OR TECO-RATED WALL / . I I , .i, ,��L,,L,I I' 1, 4 I EADER I / < S TI - � -1 z , : 12' If ________—STUD POST- NUMBER OF PLYS M TABLE FOR SIZE. SPECIES i , I M , - / I I ; ,� , . INTERMEDIATE BLOCKING. ADD I ; ; POST SZE i - �I � �! /, ." I 1 L.-IL-2- ' - MATCH HEADER. STUD 11 2x SYP BLOCKING w/.13lx * It &MAX. a/c SPACING - i I I / - -----4--- I--- ___:7 I I I I I �I i I i I I I (1) M -ill� "', 1 � 1 5'-Ij' 4'-10" 4 9 ," � "TOE 1,`t' I � I .. f� � SHEATH CHIMNEY W/5/16 � SHEATHING ATTACHED TO FRAMING I �* I., ,* i =:_,74 __- -,, , - --i___-___-i----------- ----------- .. I i I. AND GRADE TO MATCH WALL STUDS 11 NAILS 0 6'o/c TO TOP OF i USE OVERALL CHIMNEY I I MEMBERS &BLOCKING 0 ALL 11 I,"I I - 1, ij 0 ".. I STAIS STRAP W/(7) � -____ _�,_�_ - .,�, i,-!0" li i L -/6- Ed OR I I I I.; � � I -- ,- I.i� '. Gd/END 0 EA. SPLICE (CONT. ___ ___ 7' -, - i HARDIE w/6 :L � � . ,�, � I I I � I I I I , , I �! . I - - -- ----,------ � if PORCH HEADER ASSEMBLY. if ____ I__ � " / " I /I MAYBE OMITTED IF (1) I --', �,'-4' i 7'-1 1' i --' ' - � f.-,�", , " ,,,, 1,_', I I i� 4 -1--t�l UNLESS NOTED OIHERWSE ON >ASSEMBLY& I'D TOP OF 11 - APA RATED PLYWOOD HEIGHT FOR >HEIGHT. I I " ti �I �i,�, I - — —--------�,. � '' STRUCTUR&PLAN. CONNECT PLYS 7/16 t I I � z " , , * , .1.1 , 2x4 --�. -4, �, 11 I - ;, 1; If il 2-ply 2x's AT CORNERS. ;9 I NAILING PER CALL TABLE ON � , 1 "I I -T - -,, "' l� � , ! 7,-�., ; I-I" 6),-, I DE I:Ait- if ------. I ;� , 1! I. w/6"-12" o/c. Eld ; I , I " _� of 4 _1 -1 I -2 , I 1i .1 I -, , - " I �x MSTA181S USED FROM I I -----'-,-----A It __ , I 1; I PER DETAIL D/STI. 1. I " I , �v 7 - _____ _---L- ,t-7- -,-- __ !I i EXTERIOR D . , lirl-w,,a_ . _t - __2� , . _7_T�__ " ETAIL F/STl OR CALL OUT ON -,,--_-�I" - , 1 -- '1�/�d,1 ,,1� ;I I- _,� __ , il �i 71 - L I ; BLOCK-M BLOCK ACROSS EA. c - AL . --, , � 71 _,, i I il , i : I I iI STRUCTURAL PLAN. - I I 1�� ;i 1__1, __� i .1 I 1 1 � � I I if .! - I I - —t—, ---, --- I - I TOP MEW TRUSS) I I, , I i! (1) MTS12 OR i . ; I I . I i i ___I -1, � : I I �; i; .I - 171 _ I --1 , , � IF THE HOUSE IS TIED DOWN USING it ) MSTA18 I 1, . . � _11' ;__ - , . - =_�&,,��i Iil�z -F-'_-ER�-P �ILL 1-MP�."R-' '1� I CONVENTIONAL STRAPPINi REFER TO THE .1 STRAP FOR A SQUARE I! A�, rp� - :_,:,o� EIP��Illi, � li 11 � i: I . 1! 11 2x4 #2 SYP BLOCKING BETWEEN . i I ;I _,,, �P SI;I I IQ M�, _ __ 1 1 -, - , I I . 11 i I I I Ei7ER!'OR W - ___ �_____T_________ - ,I if - . I , !I TRUSS-TO->CONNECTOR: 11 I I i --- - - ; t 1� I I I � . I 1, : STRUCTURAL SHEET AND DETAIL li FOR I TRUSSES BELOW CHIMNEY WALLS CHIMNEY&(2) HTSi OR !I J 1,�11 i if 1 DOUBLE TOP >OF WALL t I 1� _� : it , I if 1! I - I i: -A';,",�Y 5P1f_-'_f�1'1_��,, - i 1 I PORCH BEAM CONNECTION DETAIL-& (2) lill FOR A it ! I 11 � l�qx I M j"'P,,.,.P�110'1� , P, -NE inN PFC61REL, NiE ,_', ,P f]�T � ,_I`F__�%-_1,-- I 14-lFq i� ,tlq ,A ,, � - l , ;; �,:, I I 1 -, 1�. I- - - _c ,:- . . I SEE TRUSS SCHEDULE FOR �i i if I - A - , 1 5 1 . . I "I', � 7.- , 1 1 1 wl(4) .131.3' TOE/END NAILS ,lF,,L;L f;f117il 10, N I,- � -- - , , I 1 1 - � 'A � A/STI) if i 11 __ t � I! IN LIEU OF WOOD PANEL SHEATHING, CEILING MAY BE CONSTRUCTED OF ANY APPROVED MATERIAL HA NG EQUAL OR i I :1 ,.-- __ - �'END-- 'Ir _-_______��__t !j �, � I I I !I AT EACH END OF BLOCKING TO TYPE(DTL : 11 - - . - __ .-, - I il it , I- I. I I - I I I- I !i' - I I ;i �I BETTER PRESSURE AND SHEAR RESISTANCE AS VERIFIED BY CURRENT FBC f! TOP CHORD OF TRUSS OR RAFTI _� I I !I I I I - - � , "I ic, I �1. i - 7 � _�, ,. i'D, 2,11- a� -. I - 1. - � , � , I I � - � ,I _`_ __ � i PRODUCT APPROVAL DOCUMENTATION. ,I i CORNER OF CHMNF.y To 11 . Ii "INSTALL WALL SHEATHING PANELS ---__- , - I. �_ _---��--�-=- I STUDS /SHEAR WALL _/11� 0P_RQN #5 I =l' I ' � 1�__ i! I I I I — _.. 4-1 ; ,-,'-4 i :'-� � ,-� if AT CORNERS OF RECTANGULAR RAFTER/TRUSS TOP CHORD I - ",__"'. -1 t � __� I - -i - � -�-11 - q � .� __ �_ . - LENGTH) I I I it -_. I -t —-7—-__ ____ , �4- -----� --------- i FRAMING SEE STRUCTURAL PLAN. INTERIOR OR EXTERIOR SHEAR-WAI P RUNNING I _7_�_____�� 3-1,I 7_5 _: - I __ 1_1 1-1 i__- v -__ __1::�� i __ VOTH LONG AXIS i _Y4 - - _-, __,--, �Z,, 1; OR 2x4 BLOCKING BELOW. � - ---------- 7---1� - --l" � ::�_ - T _________ ________ �__ _= __ I I 11 : 4-& ; 4- i 1� , -, -!_ i �j CHIMNEYS, USE 2x8(I.L.C. 2x4) ,-1. I-I --2. -cl.,3, - 3-__1_1- - i I - I - I � ,I - � -1,4 6-ti,I ; � ; 5 D, IN- , I ; 1: , I . _L�z 1�,_____ �__ __.. _____ _____ ____ 1: I H w/(8) NA1LS/END (I.L.O. (4) __ I PERPENDICULAR TO TRUSSES ABOVE HORIZONTAL AT 24'o/c TRUSS — __ ____ - - - . - , ` I I . l'�, j - I I .- I - I I -- : �- - I! ii I I - - _______ - ,� �: - - -- ------------ :! I: NAILS). __4:�_� — I I ; ---___7�,-_- ,---. ----------- , , � ,,I tj, k �, z 4- 1�1 �,� � _�� - i I 1- �� -4� C_li . 6 :, . , 7, 1,-'I" -,-!,-,� ,� -TOE'I Ill F� �, I - , - - __ � 9 - END-VERTICALS -OR- BLOCK W/2x . � - _._____ �._6� '.. I � -,-, ",- i . it !I __ -__ I --- ,I - -,1, -, - -, - : I - i 1; I � ; ,�__1�'�: 7-"' '-�3�`_A'/�,' �'NIIL,� 2--1 � . I �- - I i ,, I - "I - .I : * i - I I i i I V I I It.I I i To, I M .", I 0 1 + I I I i I I /111: 7'_��Il 1 1 _f .". . i 9 I�� T11 5/Ir 'i SL . , I i I — 11 3>BRACING REQUIREMENTS, \\1 �11 I R . "I I SAWN) 4R � � 'YOUT 0 1 ) & � ' _�ZE Fit . jfj__�F= If t ..;; 'YOT 1)7� ri" I ; I i I �� 7_1_1�1 � 0� i) `� �7n r, _- 6 - __-_;;N�1 I , , , +111/ ,�=_ -1-1/I 0: 1 �/12c-sskf, _ I _ _ � � � _ I _ - i _______ __ - I - - , I V,:,I,��Ir, I � 'i -I 1 i I _� P -a/c � ___�(, ,!,-'-"" ?-5, i I I .� SHEAR-WALL BRACING DETAILS SUPPORTS FOR SHEATHING. ** .-r---- � ,, ; I ii : I .1 � , � ! - � III— ---------i 9- �; li il TRUSS TOP CHORD OR RAIII_� SIDE MEW I i ; 1 II 1. I I I I 1 ; ,I i � �i PORCH CEILING SHEA-MING DETAIL ii (TYP) NOT TO SCALE NOT TO SCALE I . _L . LL DETAIL ;I I I @ � - .___:�___�___ _ _ - ; � CHIMNEY FRAMING DETAIL FRAMING TO PROVIDE MAX. 16 i 1� I ; TYPICAL OPENING FRAMING DETAIL — U.N.O. ;� 1� H 0 ; � NOT TO SCALE i. NOT TO SCALE . I i : ;� .; I i NOT TO SCALE t @ I; @ 1, H I . ; I 0 i� � i . : I i � : � ! : i ! I i . - — _ _ — I i — i � - - - i , � � I I � I �I � t I � I � THIS DOCUMENT, ALONG WITH l I ; i - I ii l 11 fl ii ASSOCIATED DOCUMENTS, IS AN � I! I SEE ST1 FOR VERTICAL WALL CONNECTION. H it i� 'I i #5 HORIZONTAL. 1; INSTRUMENT OF ENGINEER'S I I I; i q � I 1; I, 1; :. ii I 'I 4" CONC SLAB W/ 6X6X1Q/1O WWF �i i SERNACE FOR THE EXCLUSIVE USE l it I _ �, 1. I It 11 1� ; iI OVER 6 MIL VAPOR BARRIER OVER I AT THE PROJECT TITLED HEREIN. I ii ;I il I 11 TION. ; CLEAN, WELL COMPACTED, TREATED FILL I (TYP. VERTICAL REINFORCEMENT): it #5 HORIZONTAL. INFORMATION DERIVED FROM THIS i I - SEE ST1 FOR VERTICAL WALL CONNEC � 1; & 24"o/c #5 HORIZ. 6" FROM END 1! I ii I . � I: 1; - I I i � il DOCUMENT, AND/OR ASSOCIATED ; 1 � 11 4" CONC SLAB W/ 6X6X10/1O WWF ,!MAY BE USED ----- I - it I I 'I I I k 11 ,I T BE USED I I ;I /,- OVER 6 MIL VAPOR BARRIER OVER ,,AS BRICK LED E ,I 6 48" MIN. OF VERTICALS. i l VERTICAL REINFORCEMENT): #5 DOWELS 'I . ; - -1 I ALL DOWELS 0 TOP & BOTTOM, I/ ii � it I _i 1 it - - : I - --i H d H 0 CORNERS & INDICATED o/c SPACING #5 HORIZ. 6' FOR OTHER WORK(S) OR ,I I 11 it CLEAN, W�1_1_ COMPACTED, TREATED FILL ;I SLOPE GRAD I : Il I �i . 3: ;; I I .i 4�i �; THEREAFTER - BEND ALL DOWELS 0 TOP & ;' � ... I!, EMBED MINIMUM 6" INTO FOOTING I 72" 1 !I ii >_ >_ - I i- - it it : 11 X , - .i-.-7-- (1) #4 REBAR CONT. @HEADER COURSE E: PROJECT(S) WITHOUT THE I <L --- � 1. i - 1. .: /4-8- INTO SLAB (GROUT ALL CELLS ii BOTTOM, EMBED MINIMUM 6" INTO FOOTING MIN. VERTICALS. EXPRESS WRITTEN PERMISSION OF I ; ; m 0�g SLOPE I 11 I, M -.-- -----1 I y I 0 ,I ENSIONS ARE I �,i I i it : � DIM .i I . I �� I 7 1 ;! I it � . -� , ,i I I � ,I 10 MGRADE .- H 0 1 I''--- . �* SOLID) - - - - - I / 72- INTO SLAB (GROUT ALL CELLS SOLID) THE PROJECT ENGINEER IDENTIFIED 1; I I �� I � it ::= = �0.- I I ij 7 I Z- --- - - - � 1-t i i. Cq `7- li 1-- I - 11 4 I 1 STORY DIMENSIONS ARE Ii #5 VERTICALS :z - LOW. I---- ;1 � i 1 t!; ; h 11 I I BE I I . i !i ';�_ I ES I 1! ;__I I -_ 1 ! 1 I 1 1 iI ,! ____ z i :1 III 1� I I , I III�--i : 6- it - O/C _; I ---1 ,- ,I ___� 1; _ 3 . H , I. q @ 24 ' ' �� ;1 1 - I i I at it iii - __ I � I i I , I I- I I _- -, --- , � � REV I DES ; ''1 k � it j � 1 -1 1 __1 -7-i m, _ ,iv, �N?= r _!i: CLEAN COMPACTED I I . �t±I i i_ i 6"1-- � n 1 1 1� : = = I I� - 17 1 i I ,�, : CRIPTION DO '. - ', - - SAND FILL ! ! I-- . - I - L_ L-1 I-I-i-,L,,, !-, I t i i , ;It ' 0 a Ze SPACING --\ - '_ _'_ . I. . . . � I I . 11 I , L_ I - � , , I t- - #S VFRTICAI S i -I � 1 - - I . !t I I I - - : I J I .! 0 � � 1. I 1 1 1 1 I I j ;� .. I---I I i---i .! I_i 1 l___ . . I I ,, _ I I-- I , , : . I I . I I I i 1 i 1-i I I-- i [I TO 12 COURSES: 24"o/C -, I t : , __, ; ii 1 ;-- i__ . , I ** EMBEDDED it - > I i I : i t ,� ; I- 1 I- : I � " l � ____i 1 !__-I . 0 i I--- c I I STRAPS . . it (TYP. HORIZONTAL I-t I I ; i---- i I I . i I I - I i I _\ I i- --I I I -- I 1 6l", i � if (n 2 I. - I MIN. DISTANC - I ' �: - I T i I It I I . I � 1 l� 12 < 13-1/2 COURSES: 16"o/c I . . i I . I I il 1 .4111 1 1 - i 1-- ;I W/O BRICK MUST BE INSTALLED W/ I - . VERTICAL REINFORCEMENT): #4 DOWELS 0 15, REINFORCEMENT): (2) -1 � �-i 1 ADD CLEAN FILL 1! !--Ill -! I , i i -----;1 1 1---I i;!- I ; i---! i I I I; I i_- I - �: :--- I !--! ! -�-1 � ;- I i I I I . i . . . 1 � � � .I I, I; -1 X, -, & 48"o/c THEREAFTER - BENIE 13-1/2 < 15 COURSES: 8"o/c ; i, - --I 1 1_-_ i!�I- -- . i !!SLOPE OF 1 ADDITIONAL PIECE OF #4 I - ; -_L� ) ALL 11 11 2 - I Ili . I� W1.7(MW11) LONGITUDINAL -I 11 --1-11-i I _--i it : j .JL.- I 1 i,-, , 1 1 IN 12" (MAX) LIFTS. i li m . I , . � :I Ii -.-- i. !l z;�; - -___, -1 - 11 -1 I !-----I I l-,__1 , it .1 H . I 1. I I GRADE !r* REBAR PER SIMPSON 1: :li.�___:� -i I 1 I 1 I - I I I 1 ::::�-�i� I I; WIRES SPACED 0 16" O/C. 1 .-I I 1-i ! i-I - 1 : i 1 i- 1 I----I I I- i ,: -� I DOWELS 0 TOP & BOTTOM, EMBED MINIMUM 6 ii i i . 1: , , , W BRICK . 1 1 1 11 3 :1 ;I I 1 1_-_�:�i I ,. 11 . 11 . . � q i 1 l___ : I--! : !.-I I I i I 1 1 I 8" CMU; FILL ALL CELLS SOLID. � I i_____i I i _� � :-_; I 3_____i i 3 - I I 1 (TYP.) INSTRUCTIONS. ** INTO FOOTING /12- INTO SLAB (GROUT ALL i PROVIDE HORIZONTAL I i . ) 1 ! I . i I 11 I , i I I ! It it i ; ;. II I i - i i I,�,__..--,--I-1-1 I I I I I I; -I : i—i I , ;r . I I______I � I I m ,� .� i i .I . I ;, i- * ELLS SOLID) 1 16" - -_1 I 1 I--- w/ 3,000psi GROUT. JL ill I 1, ll (5) I REINFORCEMENT WITHIN -1 I I---! 1 1--i i I I--------i � I CITING SIZE MAX. STEMWALL HEIGHT: � ! 1; : ; :� ) . I � . . . I 1 1 STORY FO ;. FOOTING SIZE I 1 I-1 1 --Il 1 i__; . I---- 1 i r , : 1 , , 4 - i I _1 i 1- � -- I I------I !I h � ;. I :2)#4 OR (2)F5 CONT. 11 8" COURSES. FOR WALLS > 1 STORY CONT. 'I 1�1� -I 1 I I 1 1 i___ I 11 =1 1 IN 12" (MAX.) LIFTS. . 7 , 1, W10 BRICK 16"x1l W/ (2)#5 ;I . it - i I,---i , I Ill ii I I BRICK 20- WDE (INCLUDING LEDGE) W/ (2)#5 OR (3) #4 11 t� MASONRY STEM WALL. . . � ___ 1=1 1 1---j , 1 -; Ei � i . ;; ii _1 I I . I d . i I---- ; _; �; W/ .! (5) 8- COURSES HIGH USE W/ BRICK 20-x1O_ W/ (2)#5 CONT. OR (3) 1 . . I _ � , .: LAP ALL REINFORCEMENT MINIMUM 40 111� 1 ;--I 1 !--I ! i_� ! __ I �. !I - I - ! I 1 i I_- I I i 11 ,- � I I ______1 1 1____1 1 ,-----,1 I I-- The 1 2 . . � : . 1 1 i DIAMETERS AT ALL JOINTS. I 'I -1 1�1 . __1 I I____I 1 1 STORY 1 1 1 i I i I ,1 - i --- I i . ___I I -_ I i I , i DETAIL 1A/ST2 OR 1B/ST2 9 STOR Im 3 II ; Iii .I W/O BRICK 16- WDE W/ (2)#5 CONT. OR (3) #4 11 20"00' W/ l CONT. OR 3J li 8" CMU j GROUT ALL CELL' __ii 1 1 5 HORIZ. NEAR MID-HEIGHT. 11 � I � I . ____ ____I i 4 i 1 1 DEPENDING ON WALL HEIGHT. W/O BRICK i � I I _# 1 !--1 I _-- 1 1 ,� \� ; it I i - , I . ; .�__; � � k__- _71-- _______ I . � , ' I 1 24- WDE (INCLUDING LEDGE,'I W/ (3)#5 OR (4) #4 ,I - iz _��__ i , CASTILLO W/ BRICK W/ BRICK 2exlO* W/ l CONT. OR �4 # ii SOLID. MAX. (10) COURSES. !;_____i l I- I 1 I-_ - --I I ; ; - I :i I . � I , I . : 1; I - ----- - . 1 1 - -I i I .! 1 � � (TYP. HORIZONTAL -_ 1 H r� Ill � #�'HORIZ. @ EACH __! 1 I 1 I i- : 1 - � i ll 11 I I I :t I, ,, ---t � I I I. ADD CLEAN FILL AND 1 Ir ---i I ;____ ; -- REINFORCEMENT): (2) T-i-i-4th COURSE ii, TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL --i I I ! i ; _____ ; . . . : ,; 11 I I i--i i I t- I - I NOT TO SCALE ;! : i--i I ! Group I i -, ! - , : J_L_��, �Ll !- W1.7(MW11) LONGITUDINAL � . , i NOT TO SCALE 1 G 1; IN 12- (MAX.) LIFTS. 1 1 i I i I t � r 3 i I il (9 �4 I - _6 I i-I , ___i l I @ 16" O/C. 11 -I-I----I I i-_i I _____ ;_ A FI-J&C-p.mf.. %.-, I ----�-----�-L---------------------------�=.�-��-.�--=- -=------ ==----------.----- ,i I I WIRES SPACED ; I --I I - i I------! � I! ____.___________==_�=_ - ___ _ I-------------- ______----------- ! 1 _. � I iSTANDARD FOOTING SEE DETAIL BELOW I ! 1 __i 1 1 1 �_� =� i-i I I- I I ; . - , I , ..- ----I, I - i I_ : I �; PROVIDE HORIZONTAL - - __; I ; ______ . I�=== ----______- z i. . __ . i: - - Designers 1. .- I i, -- ! ! I---__ 1; 11 I F-I 1 !-----.-. i i � j - � � I � - 1, !; 'I i , I I 1 I : "Ir- i i i , - i i i- ll ,1,�_ _m�_, -� 71' __! I____ REINFORCEMENT WITHIN 16" OF I 1 1______I L .-I I - ll I I 'i--,: - ; Ii I I . it i I 1 ! I- i I 1 _____� � i--- I I_____ Engineers � I . 1--- I I , - -I � I-,--, ,I 11 --I 11 ** _nCAL WALL CONNECTION. 11 11 .-_I_; 1 !-i-� :� I -, I i I TOP AND BOTTOM OF Ic ; , . I ii __ 11 1------ ii !_ _ -- . . 1: - t i. -_ ".- SEE ST1 FOR VIER 1, I ,_�__<_,J�I 1 1 1 1 I ::: . i i I I : 7� 'I STRAPS MUST BE I I - I 1 i 1 1-7 - . __ -12 d. X 24"w. 2,500psi CONC. ,�,,_ I . !] MASONRY STEM WALL. ! 'I-____� I I �-� I 655o Rooseveh Blvd. - I ____ 'I I : �- I I � 1 --- I I I I I—! i - 1 i 71 i !---1 --.-- -i : I—. . I ____ ,,�,� 11 __:�::_� � 1-1 I I , I I I i -FOOTING w/ (3) #5 REBAR EXCEPT: ,,ll�_, .- I 1/ it I; I I— 1 7 -� j , r_ I I i !I , �i I i : _ � . L I I _ , i INSTALLED w/ I * MAX. 2 COURSES Jj : , __�� , l�' t I � I I i I -I i 1: _1 11 i I I t l-� Jacksonvil1e,FL _. I ;� I . � I --- 32244 - 1� I __i - __ I t I I I I � _� �1"; ,! I - � _'___1 � I "d ;r I - -_I � I I'll, 5 1/2- WIDE CONC. SILL TOP AT MAIN 1. SEE ST1 FOR VERTICAL I 0 A --I ; -1 I- J � : --1-1 ii I i ,* i ____ I T_,1L J .11 I I I ;------__� ; ADDIT10NAL PIECE : ____� i I---I I I A-T--2-STORY WITH BRICK, USE 12 SLAB LEVEL. TOP-TO-GARAGE FLOOR 1 ABOVE SLAB LEVEL. it I . I I ]� i � (904)772,-61- i !. WALL CONNECTION. ___1 5 1 ii ,-I I I-, --- i� . ----1 1 __� � ;X- - 122 1 �1� I I !i :I 11 i � ___ I I i L i I _1 I :_____i t I-, - I . I � .I I i . I- I . - ; i- ; . I I � t j � - I w. W/ (4) #5. FIL CoA No.29oi5 _ - -_i I- I I 1 t I VARIES; MAX 7 1/2" (HEIGHTS EXCEEDING i __ t . � ! . � --- i --i ! I 1 t I ;-----1 I 1 __3O i (1)#4 CONT. IN SOLID GROUTED I I I I t I I it t __-, L 1 :---! __ �____ I -I r � ___ -------: I ; , i , --- I � I - I I 11 1 5 i � , I . � .i SIMPSON 1! it i ,: i - ---� I-, 0 . . . !-I . I I ; ; I i ___1 I I I I- i I -�, - I i� WIDTH BY MORE THAN 2" REQ ADDITIONAL i . __I - I I I ---� - �:�: - 6 1; ii U-BLOCK COURSE ' I 1-1 I - I - I ! _ , - - .- I it- � i ! I I . 1 1 INSTRUCTIONS. ** :. - 1-----1 1 :-- I I __i : I : :, I ii it I 1 1 1_1 1 ____; I I-, I 11 _--i I I !I :; I , I � . I - � I- 1_i__ , , ,� _ --- ---j , , I i - ; i I I ! I t ANALYSIS) 11 TYPICAL SLAB L -0 I ____i �. i ;I I, I � � _ j � j __.__j --- I it i lt I ____I I I : 11 4" CONC SLAB W1 6x6x1O/1O WWF it L ,; � i : � I I It I I___ i _� i : ; � ; .; it ;� - -1 � --1 I E � I __ . I --_ ; I- I . - 1 , , - -i ,I 7- I I ! itil - 1 ,-, !_ I - - -- It OVER 6 MIL VAPOR BARRIER OVER it I I � ;--- � � I I I ,1 0 1 I TYP. VERT. H I� 11 K in CLEAN, 'i'l COMPACTED, TREATED FILL it i I STORY FOOTING SIZE i: .I !; I :i 1: U)Ld � i REINF. ��1. :I I� I . 1 5 0 ,0% - �i —7__L_I- �1 1 1-1 1 1 1=i i i I ii W/O BRICK 16'xl O" W/ (2)#4 CONT. 1! � i , .__! __ I i _____ it I - , ;I____ il � a SLOPE �! --E-��-, I - :, . I . . 1: 20"xl O" W/ (3)#4 OR (2)#5 CONT. I : - I- -_1��!- -1 1 I =1 1 1 I--:----!'I:1; W/ BRICK I . z W Ln GRADE 'i __-,I i I -1 T-,t ' I 1 -i � I! Ld M a __ I I I.-HI L FOOTING - SEE 1/ST2 FOR 11 2STORY 11 i I I il 1! -. I 1 :1 1; I - :I 1 1 __t _A,i;,,--,-- SIZE/REIN176RCEMENT II ,I I 1 3:M< 5* : ____Ill�-- -::l!_-!l- lir TYP W/O BRICK 20*00: W/ �3�#4 OR (2)#5 CONT. it ; - , , , ,I 3:-(wr I ____ ---i!:�= - �!__ ill 11 i h - CLEAN COMPACTED ; : i� ___ il- -7i_ 1 :5 W/ BRICK 24*xl 0 W/ 4#4 OR (3)#5 CONT. l! �_ I =--1!�1---i I- - d . l I ;i,1�V) il 1�I=:-I I HE==1-I ii �; It SAND FILL � ____ � . i i;15- ! I �i 0 , , _!1!I I - I .I . 1. a . d �:1 - - .I t;1 1 !, � 1. - 1 I 1 1 L�-i I 1 I! it lt I' � I:�I--f 1 1 i I m: ,%0, S ';,=_-_it�; �� i 1 1 i , 2 .,L i 1 1 1 1�''!I I I II � I - - - i ---��t:-- - . �i �; z il ... i, ; !I 1. I. Co U) I -----i 1 --i 1 1;---- i 1 WALL FOUNDATION � . .) �li-_= ; ir i: ;i I It 1 I - i �_,__I, -,-� 0 0 9 ;:!;-- 1: I It ii :;____::--L ' I I I I I l �i I . i i 1, - 1 t, i 1 I �i SW or SP SOILS to 30# PSF LATERAL LOAD li -i 11 11 1�-,-I I- I 1 Il'i- - 1; I I TYPICAL FOUNDATION 1 1 I ��- FOR STEM WALLS WITH 10<15 COURSES & GW, GP, I . t. , 1; 1:��=:_--___ :,- G I , il 'i �i � !_- I , , I I I I I I 1, 4 1, 1 j ill! -- ; i� : ,I __!I I i — I! --,I 7 I 1- _11 6<10 COURSES STEM WALL FOUNDATION !i t I ilil-1l; ,,L it ; 11 I:L .� IMENSIONS ARE I f, I I 1 .� I I!.I i . ii I ,; M p .. i '' Ii 1; I � . . IE VIN. DISTANCES ;i I I: " I FOR STEM WALLS WITH 6<10 COURSES I I i I i; I P it i @ ,i . 1, I 1: ;� 11 �! i I it I 11 ; 11 .L I 11 I I I FOUNDATION AT GARAGE :1 'I , I TI .1 I I I 11 ,: I it NOT TO SCALE i !, � NOT To SCALE . ,I ____________ T-------�-_=-_-__--____-_-_ __ - - 1 _____ I (9 G 1 -------____ - il I ---- __ I - ---_____------,_j�------------------.--------.---�- I -1i _____ -------!F--- -- Ir �=��- = __________ �� ------__________Il-------------------------- . il II I J 11 :i H 4" CONC SLAB W/ 5X6X10/1O WWF ! I I. 11 it I OVER 6 MIL VAPOR BARRIER OVER !I ;! I I SLOPE 3/4" X 12" Ii i; - I RECESS SLAB 3/4" FOR it t 1� 1! ! I it CLEAN, WELL COMPACTED, TERMITE 1; �! i I AT GARA I 5 11 !� .� i, 1 1/2" THRESHOLD I EXP. JOINT 11 4" CONC SLAB W/ 6X6X10/1O Wl i I I , I H .,I !t I I �i , !I i /4- (FROM I OVER I 1 1; DEPTH = STUD + 1 1 OVER 6 MIL VAPOR BARRIER ; q I; it � q ii .i I . :1 m it I ii ii 1 1/2" OUTSIDE FACE OF BLOCK) I CLEAN, WELL COMPACTED, TERMITE ;) it ii ;i � I! I! !I 1 !I ; It 1; 4" CONIC SLAB W/ 6X6X1O/I0 WWF TREATED FILL I it - FOR SGI) i I I I �. . it 1, � I . !I it � I . q I /4 it . 11 OVER 6 MIL VAPOR BARRIE OVER 11 !I I I! I I I. CLEAN, WELL COMPACTED, TREATE9 FILL i� I I --- - - . I I .i q I I - I .1 1-1,I,I I �, , 1. I i t, 4" CONC SLAB W/ 6X6X1jy1O WWF ____________ - ; -.,I I 1,I I,-- : 0 li SAW CU �. 2 R I ________________ II OVER 6 MI OVER 1: i I= T IN 15'x15' GRID, it ___,___________.. - - it j,i�- it TYP. SLAB I - _ _. . 1, �, It 1! I I I - I'' .I ... . I .. - . I : . .. . . . -I i I i----i�i�__! - I 4- .. . .:. : �'_-i� !I 1" DEEP WHILE CONCRETE ,� I - :! I OMPACTED, TREATED FILL tl ;: _ ,--:i;; I-U--��I i I I 7,-,-7 � �. ;,� " �__- !I I \1 I . � -_ 1� CLEAN, W�LL C :1 ._____ 1 . -- -_ - - I- �� . - - . - ---- .1 IS WORKABLE (WITHIN 12 HIRS OF PLACEMENT) 11 '. - I - _ _ .1 . � . .. . � .. I 1! . i,i j I 1 i - . � - - It I F w---,---Ili HH Hi 1! .. ., � ,. %, - ; .. �:7-_- - I � . - � i I � ___ 11 ,!; it - I _ . . . i7. ��! _ . . , . 11 l. -1111 -,- . -1-_-_!!;t I! . I. _ Iiii_ii!�_ it . . . , iiii I I _ ---.:�� -,__:_ . - ;i .. I I I- t . I - i . - I / i I I-- .;1; � -T! :ill I � 1,T 1 4 I ,I _!�it--! , . I - I .I 1 Ill I I-J - . . - I / ;I ,�__b;1:___� - - Ill�1 I i —111 1 ; . . � �ii'l- 3 I ;:, I, I, . I ......, ., ;i I I 1-;-�- !i ".. '_ ill �,1 ;i i El I __ � I___�_I-I- I 1 I�-___�1,1_1 I I I- i. -''� �1--Vi : --� I�.i-,:,�77 I-,!-I- -__ * . I 1 i il- 1; it ..: : : I � ,-A------- �� ___ I- - - 11 i i i -,I i I '�'16:' '-- :: = ill- .." IN � .. . ii .;� : I ,��1_�_�7 1 - . , . , V) i it i= - I 11 F I � I �i . i I i I. I . - - - , � 11 I —i i i I= �. . . 'I 5* ; ---. _17�i 1. I I , .. .. I . I . I/ I, -_ i __ -ii ;�� . -I- 63 Mil VAPOR BARRIER , ' ' I H; __ i i I j__ . :l ---i I i _--i! :__ . YPICAL FOOTING - SEE 1/ST2 FOR 11 1 ll 1��j 11 1---I��. I—" 11 ----- -�__-- �/,.I�, , li i I I ____1 - . . - -- "I _J 1 I -- I m � -_1; t.- ;:�;,i . . I .f7 I --, -.=_. ''� . . I, it - �ii 0 1 -I I I __ I ,I' --- � . ;.� !I �!'I I 1: t - . -i i; I ----:�;- ,____ � ENT I' I --i i 1 I , ;i -_____� -- �!---- ;i ,�K r I 1;I 1�_,-, --.I, ,-____ ,,,, - � -11 ,- " I I I! I .i I=! i I I i , -----i 1 is !!! I- -i: __ - 1; It I;j i.I � I - . I I . .I I I I.--i I 1--i I I =11 1 1- i I �I i __ I . ill I_'._�;, #4CONT. _ i 11 __li�i_ 11� -11!t SIZE/REINFORCEM 11 ill- !l CLEAN COMPACTED I I i tll---11�1 I I.*_, � :1 it l .:::: -1-- it ---- - ;i j 1 1---;1�i--,---j 1 I_____ � i 1 1 � I - -= I �I I I 1111-ItH . i-!--!--�t -.1 !,J'I 1 1 : -� . ,- I I i - -- I I 1 1 I=!I i! ,,!I :1 i _____i _.. , 1 i �I . -_ - . i i ---- I I I I-- - . < . 0 ��I 1 1 i=��l 1 - � . . H I 11 -i I i I r; Ir � __i:., ,_ i,;!- !I it r r .- 1�11i_ _ it SAND FILL %; .1 __ r �!� '"' -- � -,1 1- - it it - I I-_I I �� . . 'I 1 i�----I . i; r ; : I .1 I—-�!�1-:------!�� Ali' - �: -----t I I_;� . � - I 11 __ �- -- . . ______I , 1 .4 i J I 1- _K ---- � .l - � ��i i I 1- I I;-- 1 #4 CONT. -i It I I : - ii : --=!'I i I . . � 5 i i - !il 11 I i ____ I 7 - � i :i ��r___ -- � i4�! 1; ! r l:� __l I I I -_ 12" , i I � -_ - 1 I 1-- ; I I I I .r 1 I 1 Ii _,, ,I r I � I- _jilt ---1 1 i��;=ll��-_-:! _ -1 ; �---- 1 i; . __ i -_ . . I 'i � , �__�11! - it � I I .!t . .i 11 11 I' - I I - r I I it- i.;I .11: 11 . I i !:1! _ I I .1 i'i .. . . ii 1 �_____ I �I � . it �i �,i. - -- I r ____ I I I i I., ___ 11 it i I t , e;: -1 r 1 ___ 1!1! I � i ___ !�; � I.. ... I ____--- ; I I---r-- 1! F ---- - 11 m � ki ; I il'' �. I I I I I I � r t� I .:I--_ � !� :I I � I ! I - --i-7-1 - I; I i � It ____ - �' � it - i 0 J I I ! m __-i, . . , P . 1 i r ; t , ; TYPICAL FOUNDATION !I I i . ______I , -,---- I , ,__ .I ,11 STORYY bi 1: it I I;1� �; I- r i - It :1 I I I ,1 1,- I i i______ -----; � ; -1-1 t:______!!; __!I�1--------;I�I .I 1; i : I !! I ii !I I I tr I I � . � I :- I .;---;:; _ l t 1 I-1 1 . it L 20" I, re I ;It --= __ --�� I - i, : it I! !�� ___r'i 1� 1 1 l i E� ; It I 1 1 I r ,,, ,-, ' 1wim"Piiiiii i n � 11 i�. I i, -i I I ---1.I I 11 I I i I . i, It .I __�_ : 11 -Fi�,iLL�-I -__I I, I ;1 I i - - = . I 11 I 11 1! CONTROL- JOINT-FOR CRACK CONTROL I : i I I NOT TO SCALE ;� INTERIOR LOAD BEARING , .i I it . � NOT TO SCALE I I 11 @ 11 @ I NOT TO SCALE It E FOUNDATION AT S.G.P-. � I I; I FOUNDATION AT S.G.D. 11 �l . !I (a = I it c 11 NOT TO SCALE . q .____________ : � NOT TO SCALE ,, I __ 11 _______ ------------------ � : @ _____ I __----- __ __ : i� ii . --------------Jl I i @ -'r--il _= , .- __ _��---- ------�__-----,r----------------------------- ----- ---r--_____. � ----------______ ____- ====___ ___i�___ I � �I ----,--.---- _______________________jl -------.-----, _ - 0 : �,--�-----�-----------�---------,----------------------- ___----�-Ir--------'--------,r--------- __________________.___ ii 1, -r----- - ____________________-__---------------------'-------------- I � "_____________________-- II 1; 11 � 1; 11 I ,j I l � 11 i, 11 I !i I i I i i! I . gi � ;i I HOLD HDR. BLK. i� 4- CONC SLAB W/ 6X6X1O/1O WWF I 11 �_ .2 q 11 .. 11 OVER 6 MIL VAPOR BARRIER OVER i 1: I � �; ij ! . I ;; I ti 11 i. I 4" CONC SLAB W/ 6X6X1O/1O WWF �I � I I I l I CLEAN, WEH COMPACTED, TREATED FILL I.; ;I I z, I I . : 1 1/2- .I . OVER 6 MIL VAPOR BARRIER OVER < . ;i � 11 I ! .! . . . � 1, I !I i: I I 11 1. ...; . . - . ... . I CLEAN, WELL COMPACTED, TREATED FILL �, I I l :1 . TYP S i _i �__ � n .. i; = : ..-.:.�7-� i 11V .. . .: ". .... r . . . . - � - . .. ! . . , I I �, ___ . .. . . . ,i . ,'--.-- -_�__:_. . ; � � , . I__ 1. . .---- .. . , ii I � I . . I "I'll, . � i� - :I VARIES ----I - - I i 11 1-1/2" 11 _= ;I .� .- : .1 -I I I, l 11 I! _\ 1�_ - i, t - . I ii=!��j��i� ��:7" !. ,� , LAB F-V I ��!i . .��1 1;- __i, - : I, I :,*� I i 1, --- &..---W- i . ,, , - I I I! ; I I it �---�!�r ;;1; Ill- � , L! -,,---, � --.,, I - i ___I I'T---- I - I ___ 1,1 1,I-- I _ — I I. i ___ * . ;I - - ... = ,I '10/10 WWF it ffT__�""" r i-----j.i il, -1� � , I I�1 -1�1 1=1�I;-11,I- . . � L_� - �/ . � � 4" CONIC SLAB W/ 6X6X !I 111111 I . .-\. - ' l'!;- I r . . . _-__ . .- _ I _LLL�., r 1, r i �- , . . I i; I I. I, 1. I !l ----:, . ... ;! IL . _r_7�%,.- ." .. - -- I I ;I �i .11 I -III I,r,____i .z. _N�!-1 ii -__ m ,,� . , : __ . ! t OVER 6 MIL VAPOR BARRIER OVER I . r----- [I ! 'I - !! ;'I �i!--- , I ,_ , "'- I -1 1! __� :! .I 1! CLEAN, W OMPACTED, TREATED FILL I I I I I i-I!7-1,i,-,,T-1,--i iI -__::��!i=!�!I__ , �!=I. ,- VAPOR BARRIER !I I� 1: _L-I'�f, ��i ., I 1, I .- i I 1-=i 1 l�=�i: i: ; , � I -I 1,I--- , " *" . 11 : q li -I 111. I I i i ,I !1 �I - -�1--- , � ;1 ' .1 . LI I 1 �- I I i. -------�i;i -- -�:�!:�� -=1 I I 104 .11111' ', � - I_ I I � - - . - I; i:�1--l'1, I I I 1 i:��1=1 1 1 1-1 I-�!J�I,i---7F! t77,-..I I � I:�1 ,;�. I , I � - --- I __ i I - I i :1— -- - li^l.. "' '. . i I � � 0 __%LL C - Nit i-1 i !,�.��__;i I l -- I� --- D � I _--i 1 1 1�' l 1 --1_1- 11 I I____r�I i- i !==1 =1;It I r !=111j= 11 I - . I I------ --------I 1�J I -I i L=-!1 1 I=- .1 I I I ___ �I =I I I I ''.. 7��:111="-__ ! __ . __I- 1l-----,, .--!t:- �i q li � I I - 1, �,, - 1 I; — / i I _ I -r-i , -1: __ m / I -----1 1 Im—I ____i - I I- I , I it I : ---- i!---I I H_l!�2---- 1; . I i i i 11 1 I,-----�'; --I 1 h: ;;! ;�� _1 �__ �I �i I I . ��I�; I i 1 I I I t, --_�='i i i i, I _' � - -I I 1-1 . i -_ -, -----!1 I 1---!,i i I i J .......ill I---i i I I .t - -1 lm=1111=�, 1- --1 1 1!��l I! i - 1 I m ii _____ -i � . ==I 5' 1 :!_=I I 1,r - I ti �1=7 _r I i I___-- _\-;T:r1)#4 CONT. I - . i, 1 it 0 � it I - --I l�1 . _.�11 t 1 8" -Li i I I ___r I i I------- i 11 1-2- ____i-____ 7.i I , l Ill -I 1 1!==:�t 1 I!=- .I�� ; - imlm-, ,i I: I ___ ; I I I! -�;,I----!ll I--- _1 ii!I ,I 1 I-�! _1 i�1 ! . I __ - i,- - I .T, I I I 1! . !" e 1 i 1!_____ i i!!--I I 5: �. . :_ ,; . I :t, -'�1 -,1 i j ___ � - 1 1; . . __ f� - i -2- "I-i&--il� , I --i 1 1�-�1 1 1=i ----:!! -- 1!!! I I I , - =i it ' - -;I; (2)#4 CONT. I I . � _' I r . .;:--,i; I I. , 1� I --i,1 1 --- I I I I - - _F TING L - � i i 1 1 1! 1 , 1 : , I : I 1 1 _1 TYPICAL FOO - SEE 1/ST2 !I 1 1 i 1 ---.,-I I 1 1--__1 1 =1 1 1 i��_-I I i i I , ;-,-----I--- 1 1 1 1=!!�i i I. i�I i ��i;1! I 11i I _ I! - I, !I i i [,!: � _=. = it ! _ it !I 0 . - t i 1-1 I 1 : i__ -_i 1,, SIZE/REINFOIRCEMIENT !I I � ,it r.1. . _;1 1� � �: i� ;i I � r -I!'' i- I r;1 ;.; -- -i I I I ;!�__--- 1i ill ; __ I.. [I i Ili- I r . I I = � ______I I I 1 :1 ---;i f I .I _�i I i_____ -, -.- i; _____ li; : 1 ;, ; i I I .1 I , , 16 i;, 11 I !Ili-H!! ii 11 _____ I i� I;!1 11 :: L � I -I!1 I - I I I! - I i�I-,- . , ijl= � ii I _�I'! _;1 I'!!1 I __l, -I 1!1--!I 1 1 I _ r i I r:I-__ . I , . 11 , , I'- I , It ;i . , I _111i- ,; 91 .=_I i:_ �- Y), * _ I I � Ii I 1 I i -I i I ii . - ,, I ry I - ;I .. 11, 1. ___ I i! . I I ____ '11 STOR _-,j!I----1 . ,i I i i i I------I 11 I� �1 I ____ I ill!=--Il!I I I ,I� i I ,i. -_ � I I . I! I I- �� I ! TYPICAL FOUNDATION �i 1�- Ill I I . ;;1. - . __1�1 1, I 1 it I� I I- -F__ I it �; I .. I , . : i. i --- - I I' I it 1 20" 1 1; < I , I i 1!== � it I I ik !� 9 . r I t,r . it fi ;: I I ! ii 11 — i -;, I .! ! __ -, I! I �i I L to i I!= I ;; 1, I 'I f I . i.��i I 1 1 I--- ;� it i I I I I I; �, Ii , I --T- I. tt it I 11, ;;' ry 0 1 1 I. 5 i i. ,1:I � _�7--, -F� �;, 1 r,r 11 I i!'' --- - , _�__`., 11 - 1 ii r � I I - I li - __1 it —t it 11 !I � - 9 . ---,!�I - ,1 � 1 1 ; . I I ! !i : I 11 i r ,;; l i,, !1 I II 11 .I i i I � I it . LOAD BEARING STEP DOWN D (D . 1, .- Ili I! I it �I q . 1 ; 1! ;r ;; 11 11 I ti I p. it :l NOT TO SCALE I 11 ii It I FOUNDATION AT DOOR SILL �i NOT 'TO SCALE It (9 0 4 11 it ;I I it FOUNDATION AT DOOR SILL It (9 �_ l: i 1, 1! ri 11 il NOT TO SCALE - I I LLJ 1 NOT TO SCALE ll G) it I ,. It I I __,___----Ir------ ___,,_,,__---rr-'---------"--__ - ________ =__=�_,11 G - __=__________________, ---_,___________________--, �[ U I -_-------------J------__ --- _----------- - _1___1________- i I. V) :,,.___=-r�- r i � �_____--]F-----_-______ I,, i 1 !h I I t I I i r� I. it 11 i; CK OR it 1! I I it it it D 0 0 3 I I �] @ STEP I It ii :I ;I I I it �: I 4- CONIC SLAB W1 6X6X1O/1O Will :i _J .; 1i :; i I ;; DOWN 11 Q� V ,L ; i - il I I; OVER 6 MIL VAPOR BARRIER OVER I I I I I L) l ;. I . 1; I I � l x 2'-O" OVER ii CLEAN, WELL COMPACTED, TERMITE 11 I I 1: I I; II ;! . � �. . ... . . . - . it it F-- 0 Z� ; I. - r I I 8"x8" CHASE IN iL IES :J� I TREATED FILL i I - - - . - "_�� l� VAR _.: it 11 I _. .-.--. .--- . ....- It .- . - ... - . , I I 11 i CONC. BLOCK STEM %. I . 0:� . V) IN Li 1 1��4. �- __ . , it ��-_.�____��.:__ 11 i�i I H= ;i .. . ---�,--- . '. it I."-,L�_,t : . - . .-_- Ii ;I I - - .- . ... ,� - -i � t 1; - i I I WALL. i _ ll-iiil= I 11' . I i � I :.W'. ,I z ; 1 71z-TYP. SLAB - -- -- _- I I V I 1-� � �----� I �- t� _�i! �l I!i_L;I I 11 il VARIES ___r '. .. ' 77 I I I li ,,,---I I P-I 1, � -I i i __ i i --- I I Ili I � r 2 i� . .I I___.I ..�I -I i I _-I R;;__ t it i SLOPE i t , - ,-- i; . " ,� I - i =1 1 I I . . li i ------I I _____� t . ; 1 I - - -;it - ii - � -_4�.ki:__" ..__,./-' ,-;-T�.i,I.-,r L i I___; : !-1 I - - I i- I ; .. _HH=HI I--- __ __ - , it I -_ .1 =11M=ill _1_- . . 1; I GROUT SOLID GRADE i. I - I" 11 - li I i; - -I..I I �1.1-1,I 1-i -1,I t � - i[i 1, -.:l[; I DESIGN RW � i I ii�s � 'I i -I'li -ill lH_ i! ;I i- I I l I I 4 ; ; 1 I ---- --- ;� I I 1 �: i - -it i �__IM_il I 1 .. I AROUND PIPE I; GROUT SOLID !I --[.I I= ---I i !=;I 1 I=1 I 11 I_-i�� it �� ...,-� ?r I I 'L ___r-r-_'i :' I I 11 I i �--i i I I i i 1!i r I� I - _; . - -i I ;__ . - Ill I I - - -1 I -----I ,-I 1 I ____ I - --- " I :z I I' I I I 1�1, , i . . . I - - � , --- I i 1:7 L FOOTING . . I I . I I d -ll� -_ s DRAFT RW !I __rr --- 0 AROUND PIPE I 11 i - . 1; CLEAN COMPACTED I! - I _-1 ; _: _,"_ - - -_ 1!�71CA i- , � I . K : il- I I I-- 11 ...... .. I ,, , I L __ �; � , IT,� ;! F=t . I � � ;� I I- - , I,. :, - I : --- Ji �I I . � . 1 I it . . - , i i it- �� - —!Ili !; I 4i I I i� 11 -1 '_. � '.I:,.- - '. :__ I -I�i i _ ,1��,�, __ I 7 I I I I ; i 1 _ I I I� --� - -, - 'I . . il 1 __E7 1,1111 11, _ SEE 1/ST2 �;--- I 1 i i, , _ , I I SAND FILL I ; I . -.. .� . i I I I� = 1�11 ," I I 1 ,:____-711!, :1 , � r�L --'I 1 I-T- _ 1 i I . � I i I - � —:7-I I 7 I�i,I I ___- I ; I ;� --''r,--- i! FOR SIZE/ I - 1 E�l 1 1 :::��THICKNESS i . ;1 1 . . -- -- - � --I-1 1- I 1 t . �. ,I''.', .I I, i, - ,r I I _ . 1 .,I - � -, ,�, -I_,,,,`_ _ . '''' I it I i . . . . . . I-- i� I _ __Iirj i t - - T 1 1-11 Ill . - �il=llll= llll�ml ,� it i � - , . I I I :: . .I REINFORCEMENT 1 __ - i - , . �r r I r . 1�, , l� i till Ri - i , L. . : ,r 1 11 : � 1 ! :I .�. ___ .: N.T.S. 't 1 i, 1 , tzi - !ill ,I ___ I[ i 1 - _,."".__._,_,_�".,_.,. i iCAL FOOTING - SEE 1/ST2 11 - 111-ml r it I -i ; , . - � '''-1 i�ll I ---:: - it SCALE 8" MIN. i I 1 _-, I 1 FOR SIZE/REINFORCEMENT I - __ ; It- . I r I-: - ti!-_- - --*:-- , I '':F it I I I it @ CH ASE ' I m. TYPICAL FOUNDATION L7__ "�' r I' I FOOTING i = . . - . .� ,; I I. � _." . !; i. , I - I __ �. - 7 - - 7 . �--- . — ) r 1 .I ;1 1 I II AS REQ'D TO -I I . _.- : -_ �. I LOCATION i i I I i ;� -1 I I 0 . 0 ---- ;, � .i I I 1 i__- 1 l-1 ll- i i .� it i i L _ ' r - �. .1-- i. it I DATE 3.11.2012 I t. PROVIDE PROPER I I . ii I i; I I 1; I - i. I __! __ L . 11 I I . ;I it l it ---; . I i I i I -�T 1 1 ill i ;i I !____ I I � i , :�E----_1 1 ; , ii 1; I . I :, I '' - 7-�7 - -,,, ll , --r-- . � I I ;----1,!l--fflI--- I 1 I Ii I 1,1 �, ii NON-LOAD BEARING STEP DOWN li FOOTING DEPTH. I ' ' ml,I 11 I JOB NO. STANDARD I I I N I. it I i I .1 =1 t 1--_ ='I 1 -:71 1 NOT TO SCALE I il 1! it r d (9 I I It I (MAY BE USED AS SUWEN SHOWER DETAIL) I - t: i It I ;! .. 11 I II i: � SQ.FT, DETAILS 11 li it 1! I � 11 i �t I� 1; I ii ,I LOAD BEARING STEP DOWN H ii FOUNDATION Will UTILITY CHASE ;; 0 1 i. I FOUNDATION wi u-nua CHASE ,I !; Project Engineer: I . I I il ir NOT TO SCALE li � it !I NOT TO SCALE it I , � -_ rl� it 0 NOT To SCALE 11 G) I G _,,,____-----r. III ------------------------------------------------ aine, PE I11 . I �11 .---.--,------,-----,-__________�'L___________--r--------__________.__-____.--.-------r- . 11 ,r TION DETAILS gine � I ---'-,_,�'__,_____-----r-------------�---'----------- __________ __�r____________ ------ C-P es I , il __________________________________________-_--1- er :r it STANDARD FOUNDA . I I il ; i 4. jr ___________,___-------r----------------------------------------r------------------------_________________________ ; ii STEM WALL FOUNDATION DETAILS Cm I I I i�-------r--__________--r--.r----------- -----------------------------------------------------------------_______. MONOLITHIC FOUNDATION DETAILS !I . 11 I i: !I . U � 11 It atop foundation details for clarity. Wood, cmu, icf or other structural vertical construction . ;I I !; Foundo6on Note'., Wood vertical construction shown r I 1 1 THESE DETAILS ARE INTERCHANGEABLE WITH THE I, THESE DETAILS ARE INTERCHANGEABLE WITH THE 1 __ LVISC Lic No.22978 .: I .r '! ii 11 clitrawing n asid without raii i i I . acceptable - see ST1 for specifics. ii - it- � 11 STEM WALLS FOUNDATION DETAILS. MONOLITHIC FOUNDATION DETAILS �! --------------- _____ __ it ---rr ________-.---r----------'-�----- __- � seal A,ND s gned in BLUE ink 1 , : � -I---------it I----- I______________ _________jL------____ _-_--_____________.______._ r�., ;1 I I ' ___ -- ______ - i --r----- I ------------EPDXIED ATR i i EXPANSION TO 3000 N.Ponce Do Leon BWd. : I � 1 , I I I /-- TO - __ ...-..-------_____---r---------- I. k A __ � t I li !, JOINT . _____ --------- it IV 1 1 1 i ___ _____ 1\ /� I TYPICAL FOUNDATION (2) #4 DOWELS, PER TYPICAL . I I : HOLD-DOWN PER i: I I DECKING St,'�Nuqustine,FL 32084 1 . ,t � , I' I � i i li . — . ;I 1[ FOUNDATION DETAIL, CAST INTO PAD STRUCTURAL PLANS I t,-� �i ------T- � 'I\---.--------- --- - � I IV, 1 -,�� -_ ,_�"�_- . --- . .. I .. i; �:f _____f__i_____� I r I ; f--. I I - t ; I ... 1: , , I 1 I , � i I I TING OR EPDXIED W/ Mill ; . � 1 I :i I,,,,,��'_N,�',,, -, . ,� . .1 . .. � - . � 1! 1; I 1 ! I I I 11 FOO N. 6" ��_� 1 i I . (904)8244)M 1 — . I I 1, I \ I . t I I I I I I !I 11 , , I . - ' . _ . " I! 11 tl I i . i � I I I - , , - _ -11" -- - : - ;; . I I - I � -- Ii ;.� ; I ! ; I I I � , I . . l , i x I i I I 11 i I I 1 V ------- t . _ , " I ,� , . I i ->,,�',,,,,,"�,,, I - ..C, It I I TYPICAL FOUNDATIO14 I i � . I i I ; I I EMBEDMENT, CENTER ;4" IN PAD i i . I I " -Z I /, / /,",,r ': , , , ,� , . J I , I I I I , 'r � I , , t . � I TYPICAL FOUNDATION ii , � "."'111" ,�", I � ,/" "I -, , - - " , I ;I � I t I � : 1 i -�== I , 11 -, ,�<�,.,<�r""\',�'_',, �',�� 1," ,, 4 I 1 1 I �� z ! , I it � , '' , � ,, � CH � I ; i __ I,� , �, ' ' . ,�, ��" ,, �,,,,� /, r "-, ,r I . � I 1 I ii /11 I � %" ,e, I I I I � . - I ' ' 11 i, ; I 1 i,]�; -r-.'l i : � I , I r � r�. ,r", , _ - I , ll I ; I . ;I I I " " , ,, it 1 l�+ _:::::7 ;1.. I : , _ , . - , "':" , POOL TO 11 SLOPE I i ; ; I i � I i I 1 I I !I ,,r' " I , ,- � I I i I l 11 I - USE (3) #5 DOWELS., i , 1. , �FOUNDATION I ' '11 �,,,," ,"� �'',:' ., 1,� .- - (1) #5 VERT 0 EA I; � 1! I Z I 11 I i I ,"I-� ,,I__T- FTN'G. PADS 36"x36" & LA�GER: I 6 I ''�' ' , SHEET -' - _i�!! I I ' I " � q - i I I , , I 1, � ,/ SIDE OF STEM WALL i - - i ! 1 1 I I . , ___i[ ' ' ' .I . ____ 1,1! : i : I � I I , ' \, " ,!It .:TT5I i I) F I I i ,I I , I � ,' ' ' '- I -I i N TAL #5'S -2 11 . I ; q I I � H _i I � r � 11 I - I-----I I I I I - ' ' -" - BE �1 - - - I . I I it I_____tii __ __ - -. .I I I _� I ' - 11 " -I" ,"r'r I I r' I , , _� _ ,�,� " - . ! __ !;7 ", ;: HORIZO ,� I , _-_� � 1 I ; I . I I - � , , HEIGHT CHANGE � i - GRADE I it ;1r_____�___________,__, � ,- CONT I SEE DETAIL , ,'I ,r � �� Ii I �___1 : I � � I . I : I ,,, r I I I , �/,I,/,I I - ii ; 2� . .1 ___ ; I I j TYPICAL FOUNDATION i I I I - i ii I 1, �, -DESIGNED I � k--V @ 16- O/C. _CO " ii �-i 1-- '____i,�� ; i ! ii . SLOPE 1� �i l �:-_CLtXN COMPACTED ,. � \, 'I,� I it : m I 11 1� I 1 1 I i____l�i I I i i . li ,j I --r REBAR -A 1, \ . It � I 1/5T2 � I """ 1,� " � �, �, :r\ . � ..................T I r� I i t I I � - I- I 11 I-,�, , I �,� _�. I �":,,,/ ," � , , 11 ,�\:",,,'� "" 1, I . , I , t-I _, ,, ,,, , it I - I I i: ,, , ,:�"',�'� ,r', I I I 11, ,�, � __ __L I I t I_F I L fl,'I,11 I m� . � ,, r '' ,, �1 I_�� - I ____ I r ''r 1 0 . BY OTHERS. : � . it j! �11 I I I , � /� ,r"�,,,,"I 1 , r I r , I 'I, - I 11 I , . i! - -1 1 i i SLOPE I -L- I :I 11 #4 VERTICAL I I� 7 , , . I - 1� � I 0,��i i I!::- ______:I�___,____ I GRADE i 4+=l=i!1!SAND � r � "I , ��,r 1. ,r ,, 1'r �. "r - \ I .,I,r 7, ,r,(-� I r I 1� i 1 �7 11 I I . I 1 i . ,.. i;t=-JJ, I Ti ii 3, � I! ,"I%,1, , 1 � �..'�,",.r",�'11�1r\,�_' I :,�", 1 , . 11 �- , 1, " '�, 1 I GRADE 1 ii� i- I i !. � �[ I i � - "I I 1:�-,�""_'r_l_' "" I 1� I _� . ii I �_ � . f � I n_-- ��= �- __ ---- - - 1, , "� _ \ : 11 I , - I ' , .. W I i� - , '' � , , 1 1 I I: 'r r/ ,r '�, 1 . ""I',""", �r / ;i , , I I , , I ,J\1Z,,r�,,�."", " I I I " . I ,r . I " I ,/,r . � ; � � I � 11 �I -t I I ! I I i! kit I Tt']WAL I .r r , ,/, I , 1, - I _ 1,I Ii ii r - .1 : , 1;, . 7 I !I I !I! I ,I . ii I 1� I I �� , I 1,1� I I � " � %,,, I �- ,,, - ," I . ii I I I :1 I , ,'�, , ,,, - , 11�', I l i a � �ti'! '!'�m--;�i 1 �, ________!��_ !I _J . I _,�\ ii ii I , 1 1 �,I , , I - 1 I , ,'',,r,�, " -_. i: I l � _�T r;-7,-- ; -- . � , "/ - - .; I : ., 00 Z r i. L11--- �_--� �- "",:""r,�_,�"!� "� -,:"" I I I __ I __L li r , IJ .'',�J --i I 1 1-- I. I \ W. f ii ! I ,, "� ,, , I , , , !_--6LEAN COMPACTED t CONT. REBAR I SLOPE � - � ST2 I � I, 1 ____12 - T 4 :1 H GRADE :i FOUNDATION I -, , -�',r_,"-'_' ,�,", � , i I it i 2:ffi P'< I ---__ � r � I I;I—I i I--;;i � __ k I �___ L_____ i t! \rrrr" "� �"' - �I " "I . I 1, ,_ . . . :_ , �r:Z ' "" . ,11',I iI � I . It DETAIL I- ' � I I " �,",r I - - I , - ---__- < � I I ==�__T�__ __ - ; 11 ' ' , -. . : � , �':1/r � . of 15- I q .. r� - . - i ;; I L , _ - � m __T " , _ , I _ ,� 4 ; �5i� ---------- _�4 �'_"': _ � , I __---- 2 ', i - , , I ': . ,�� , ,"",'� I 11 - 3 I 1:3 __1 E I.- _J - ; I i 11 i - - ,"",,�� - I It ,�,_� I'' � I � 1, ''I" �_ I � . � � , � - , L� .J � I 1: < I i i 1; 11",,,;,�,, . I i < f5 .-, . .77 __ C - i� (y_-)� . . CONT. .I � 1. I � - , 1 "i--< q I : �I ,�� r � �i (L (A 1.17 0 C I I 0_J �__-----__-1 I " i i . I '. 1 I 1� ",/ r/, , ' ' � �/"'". " . r lt i I I I! ; "I",, I-, , "" .. . . . I � I :: I I I I �'�"-PLANS FOR PAD r z i ; I I ii REBAR , !, ii Ti I 11 "" /,,_�,,,/�,�, "I 1�,�,,r,I r I . . '..7-, ,,,z�� 1 . . I ;: 'r 11 � 11 -, . 11 I I--\�/ . ," � . I ;I i 4 ...— m R< r i .: =)CL < I , , I I J .r �11� I I L' ' 1� , �, . �; I I I � :, ��: 1��I"1, I \ I� 1,I ,�,� I I' I, �, 1,�11 , ,", I.,_.�, F, , ::�,,,,,:, ,I , r � , , . I I J I j i ffi i : STRUCTURAL � � , �> ," "' " -r ' .1 15 �k FOOTING SIZE, X,u J ___� �_____ I 5 _, ===tmtiEiiil�,,,. :I ; I I ,� f5 . * ---;-. ,'� SEE _J 4 1, 1 "I Ir I ,r r �, , "",-_"',/-\"," - _r _ r r' , I, I .; I �.I�r�,,r, � .1 , - , _�/�," _ � _ ,��:�,,---- I� , � r � , � �, - 1 � , I, '. I I 11' ', " I 1 l`_ ;� I � ,.r:, 1 � " " I �t D a- � I i U) ': , I � � � , i I - I I i. I I "-PLANS FOR PAD 2: < I I ; L' � ,, 11 IL � , , -1, � �' " ' �� , , '. I . I I � , , it ; LOCATION & I . 4; - . I _, ,,,,r""," , ,, ,� ,� � � �: ,I I i %i I i I ii "I" ' 'CL N C P , 11-1111/1 � 11 < f5 45�\ � . 0 0 I �i Q� 1! 11�,�;' , , ' ' �, '' , ' I . � I - , it I REBAR SPEC'S. L �41 _\ . SEE STRUCTURAL r W-F-ik I I ,_'' � ,7 I� ".;,./:/1" r "'.1 ,, /,,r I _-, _J I ! 9 __� - ',,CL = ;, I, 12- Ln FOOTING SIZE, 1:Ll . I ,I �\r:, I � �141� , /',r"". I: � , � , , _ \,"�,"," i l . � ISA , � � -,I � _ � .� m LOCATION & --- I , � SA FIL I I ,__,r_"_ "".1, , �, , , a-0_J I I T . , , y, , . I 1 n 5 a. ; I I � _ I '' . �,� I _. tl � I �,r' "/11� I/ -, \ �" I I PER STRUCTURAL PLAN PLANS FOR SIZE, �! I I � . I I, , " I �, �,'�," ' 11, I - - " l it P 11 11 REBAR SPEC'S. < II5 i 45'�� 1 -. . .1 . ; I .; ,, I , r \ - 11 I I I � , 'I, I -ii . - 11, , ;� I I i I 1 , 11 I I I � � " , _; . � � , / , 1\ � I i ;I ! LOCATION & A . , , I�,� I I 1� , , �, , "� '. ,- .1 I I a- in I ,, �I 1,- , 'r r l EBAR ;, i i SECTION \AEW � I - I , � 1, , , , � 11 ii I SECTION -VIEW FACE VIEW t ' SEE STRUCTURAL it 1"_ I , �1,�1', I 11 , I .� 1� STEM WALL W/ 45* CORNER DETAIL C's. PER STRUCTURAL PLAN ii I r 'r �/ "I � /" 11 , " I . I , , I 1, I I 1, I , � , � '' � � � ", " , I � : I I I I 1, ,r . I ,�, , ,`-� i 24" PER ST2 a PAD BASE i ULEAN COMPACTED PLANS FOR SIZE, i I 1,,I, 1, "I - MIN. ;I - i OL � . , � 'r ,�� , 1, , �- -I-1, � - li I I . . ":, ",-":� l .i PER STRUCTURAL PLAN SAND FILL 1� __4 11 ON 0 PO ' ' I I �, ,� I," " - ,,, I � I 11 ;: 0 140T TO SCALE ,i I �t 1, -1\ '_/� , ''I'l.-1,11" I - . � 0 /5 �------- - , , __ , , , K 11 7- 1 //4 M . 1 �4 - I I I I --f -- - it -1-7t- I I , " - 2] �3' # 3� # 4 1 -I-- 11 I i `I- 'll' I - - - -, I� - I I I f, _',�=Jl. I � -, I , , , __ I I- -1 I ___l *"_::__ t�� _- I _; - -----1 I - I ! ,--! I- Lr5* . _ CLE' SAN '.., , ,7 r-L ____ 11 t5*4 �_ __ 7,,--,-,,-,l_'-��tN . _ CLEA SANE T\....... " � ii ,I I I! r " " -,I I�:��' �"" I I I I PAD FOOTING OR MONO SLAB H PAD FOOTING FOR STEM WALL C'S. !! NOT TO SCAM ,�,\�", , 1, , 1'r,r,,, I�r I��11,�11/ it PER STRUCTURAL PLAN 0 1 r ',r m - 11 :l it "' ' ' , - I'- L� ;; - r, ,� ,� NOT TO SCALE it 1_1�' " r I -1 1 STEM wALL HEIGHT CHANGE iL 0 FACE \0EW , , 1� �" I J NOT TO SCALE ,r . 1� , 1, I- , � 1; 0 ; 0 1, �_ MMEN114 NOT TO SCALE ii � � ii - I 1: r I � @ I it I l H l I I il l H - . I � - . ( DEARIN6 HE16HT 5CHEOULE 71 7" c� C) lq-oq-ob oq O�, �� ici-OGI-05 1-112" rcint c E Tn 3-69-00 Frrni 7? T07 3-00-00 1 " Q rr Gj I F6EO1 /Y J02 GJ03 to 7 i. z -7 J VO2 2 t Lu G�i Q FOR F05 Alwllk-ll A.N1 TEr1,A,1,Y.D?ACW6.) E�0=111 E9,T.E."ZIN A EN. ANENT DMINTT4rEQUIREP,.-� E09 F04 C; 2.)AL Tfu�Ell(I 55E��N I TRU OM PER A VALLEY�RAM MJ5 BE 6 ELY REFE TAIL V OR ALIT E BRA QUIREM -cw AkI I&LaYl,AR CONV ONALLY F03 5 FRAMED BY BUILDER. 4.)ALL TRUS1,E5 ARE VE1,I6NED FOR 2'o.c. Is MAXIMUM 5PAGIW�LICE55 OTHERW15E NOTED. E c C9 6,103 5.)ALL WALI-15 SHOWN ON PLACEMENT RO 3 5 PLAN ARE CON51DERED TO BE LOAD DEARIN6,UNLE55 OTHERW15E NOTED, -J ri = 6.)5Y42 TRU55E5 MU5T BE IN5TALLED WITH THE TOP BEING UP. 7.)DEAMIHEADE?/LNTEL(HOR)TO BE T06 3-09-00 FURN15HED BY BUILDER. F6EO1 T056 2" cont F JE - t 1A H4R 17- 27L,n 24"oq 5-10-12 thru I U-) v- BUNders T02 lq-oq-o& lq-oq-ob M.A FirstSource 3-09-00 dork-,onyille. PHONE:q04-772-6100 FAX:-104-772-lq73 Tompa PHONE:813-621-qb3l FA-K 813-625-5q56 q-04-08 10-05-00 cl-07-00 10-05-00 Frooport PHONE:650-535-4541 FAX:850-835-6835 BUILDER: Deac,he5 Hahtat IEfik ADDIE55: 60/62 10th 5t We,5t 0EL: Ina 2,7tory 3bdrm no DATE: MAIN K fr'Iml lofafuc 1: 07/18/13 IM% 505qoo 1,t L31 OPIU: I bi If .. bef joil MIT,E � PLATE APPROVALU 21q7 2 21q7 . 4 , WEYERHAUHR PROPUCT 1630 , 2 1630 � 10 5 7402 1 na"I J'w ONOO Q! FILE COPY CONSTRUCTION PLANS cm -'Apr—C�11– z FOR - 11 Rg WEST 10TH STREET DUPLEX'S ATLANTIC BEACH FL E PREPARED FOR: 0� "H' BEACHES HABITAT FOR 0 LL %A- HUMANITY 30o LOCATION MAP Lu 1671 FRANCIS AVENUE > 'o z Lu o m ATLANTIC BEACH, FL 32233 U) Lu wo� SHEET INDEX Lu 1 COVER 2 GENERAL NOTES 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 CONSTRUCTION MANAGEMENT&EROSION CONTROLPLAN 5 SITE GEOMETRY PLAN 6 UTILITY PLAN 7 GRADING AND DRAINAGE PLAN 8 DETAILS PREPARED BY. uj Lu GENESIS GROUP FROM VISION T 0 R E A L I T Y ILI 9822 TAPESTRY PARK CIRCLE, SUITE 201 U) JACKSONVILLE, FL 32246 (904) 730-9360 Fax: (904) 730-7165 4 Lu X 0 U) Lu 4;, PROJECT MAP SHEET NUKDER GENERAL CONSTRUCTION NOTES A. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE PERMIT AND INSPECTION REQUIREMENTS SPECIFIED BY THE VARIOUS GOVERNOE TAL AGENCIES. THE ENGINEER, AND THE ARCHITECT. THE CONTRACTOR SMALL OBTAIN ALL ItTECESSARY PERMITS PRIOR TO CONSTRUCTION. AND SCHEDULE ANY NECESSARY INSPECTIONS ACCORDING TO AGENCY INSTRUCTIONS. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO IN THESE PLANS SHALL BE OF THE LATEST REVISION. C. ALL WORK PERFORMED SHALL COMPLY NTH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. ALL CONSTRUCTION. C04 MATERIALS A14D WORKMANSHIP ARE TO BE IN ACCORDANCE WITH WX_ [LEACH AND/OR FOOT SPECIFICATIONS LATEST EDITION. D. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRE CAST AND MANUFACTURED ITEMS TO z THE OWNER'S ENGINEER FOR APPROVAL FAILURE TO OBTAIN APPROVAL BEFORE FABRICATION C3 INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S E. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED BY OTHER CONTRACTORS AND UnLITY COMPANIES. IT WILL BE NECE5SARY FOR THE CONTRACTOR TO COORDINATE AND SO4EDULE HIS ACTIVITIES. WHERE NECESSARY. WITH OTHER CONTRACTORS AND UTILITY COMPANIES (INCUJDE LIGHTING. POWER, IELEP40NE, CABLE GAS.ETC r -i _j F. THE WATER,SAN Y SEWER,AND STORM DRAINAGE FACILI ARE SUBJECT TO THE REVIEW AND APPROVAL ITOAR APPUCABLE AGENCIES. IT SHALL BE THE RESPON981UTY OF THE CONTRACTOR TO OBTAIN THE REQUIRED PERMITS TO PERFORM WORK IN THE PUBUC ------ RIGHT-OF-WAY. G. IT WALL BE NECESSARY TO EXAMINE. COORDINATE AND ADJUST ACCORDINGLY THE PROPOSED LOCAnONS OF THE VARIOUS COMPONENTS OF IKE UTILITIES IT SHALL BE THE RESPONS1151UTY OF THE CONTRACTOR TO SUBMIT COORDINATION DRAWINGS SHOWING PIPE SIZES. STRUCTURES. AND ELEVATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SCHEDULING AND COORDINATION OF THE UNDERGROUND WORK ASSOCIATED WITH THIS PROJECT. H. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY ENVIRONMENTAL PROTECTION ACENCY PERMITTING WHERE REQUIRED.THIS INCLUDES FILING A NPOES NOTICE OF INTENT.IF REQUIRED. E 1. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EMSTING FACILITIES.ABOVE 0 0. OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. Li J. CONTRACTOR SHALL COORDINATE PRE-CONSTRUCTION CONFERENCE WITH AGENCIES HAVING ,IURISDICTION. K. CONSTRUCTION SHALL ADHERE TO THE APPLICABLE GOVERNMENT 0 AGENCY CRITERIA, P-MMIT z ONDITIONS,AS WELL AS SPECIFICATIONS PROVIDED BY OWNER. &0 0 L IT I IHE RESPONSIBIUTY OF THE CONTRACTOR TO COORDINATE WITH THE OWNER CONCERNING UMIS y TS OF CONSTRUCTION. TRANSITIONS�ETC.WHICH MAY NOT BE SHOWN ON THESE PLANS. 0 oA. LL SAFETY NOTES A. DU ING THE CONSTRUC ON AND MAINTENANCE OF THIS PROJECT,ALL SAFETY REGULATIONS R TI ARE TO BE ENFORCED-THE CONTRACTOR OR HIS REPRESENTATIVE SMALL BE RESPONSIBLE FOR Lu- THE CONTROL AND SAFETY OF THE TRAVE3UNG PUBLJC AND THE SAFETY OF HIS PERSONNEL 0 B. THE CONTRACTOR'S MAINTENANCE OF TRAFFIC(MOT)PLAN MUST BE SUBMITTED AND APPROVED BY APPLICABLE AGENCIES AND ENGINEER PRIOR TO BEGINNING ANY CONSTRUCTION z ACTIVITIES. 2 0 Lu yo C. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE PROVISIONS SET FORTH BY OSHA IN THE it'o FEDERAL REGISTER OF THE DEPARTMENT OF TRANSPORTATION. IL D. CONTRACTOR SHALL PROVIDE AND MAINTAIN IrS OWN SAFETY EQUIPMENT IN ACCORDANCE WITH ITS HEALTH&SAFETY PROGRAM AND ALL OTHER APPLICABLE LEGAL AND HEALTH AND Ir 1� uj SAFETY REQUIREMENTS. T14E CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING IT'S EMPL YEES AND SUB CONTRACTORS WITH ADEQUATE INFORMATION AND TRAINING TO ENSURE THATOALL EMPLOYEES AND SUB CONTRACTORS AND SUB CONTRACTOR's EMPLOYEES COMPLY Lu WITH ALL APPLICABLE REQUIREMENTS. CONTRACTOR SHALL REMAIN IN COMPUANCE WITH ALL S OCCUPATION AFETY AND HEALTH REGULATIONS AS WELL AS THE ENVIRONMENTAL PROTECTION 1-0 LAWS.THE FOLLOWING IS NOT TO BE PERCEIVED AS THE ENTIRE SAFETY PROGRAM BUT JUST BASIC REQUIREMENTS. IL uj E. ALL EXCAVATIONS BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF THE rn DEPARTMENT OF LABOR'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RULES ANC REGULATIONS AND FLORIDA TRENCH SAFETY ACT.PARTICULAR ATTENTION MUST BE PALO TO THE CONSTRUCTION STANDARDS FOR ENCAVATIONS.29 CFR PART 1926,SUBPART P_ F. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF"THE STATE OF FLORIDA. tANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY AN tks ONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS-SHIA BE FOLLOWED IN THE DESIGN APPLICATION,INSTALLATION.MAINTENANCE AND REMOVAL OFLALLL TRAFFIC CONTROL DEVICES. WARNING DEVICES AND BARRIERS NECESSARY TO PROTECT THE PUBLIC AND WORKMEN FRCM HAZARDS WITHIN THE PROJECT UNITS, E G. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION. d H. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.THE ABOVE INFORMATION HAS BEEN PROVIDED FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENGINEER VALL INSPECT AND/OR ENFORCE SAFETY REGULATION& 1. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE UTILITY COMPANIES PRIOR TO CONSTRUCTION TO OBTAIN FIELD LOCATIONS OF EXISTING UNDERGROUND UTILITIES. CALL SUNSHINE STATE ONE CALL AT BOO-432-4'nO. DEMOLITION NOTES A. CONTRACTOR TO DEMOLISH AND REMOVE IMPROVEMENTS WITHIN UNITS OF CONSTRUCTION AS SHOWN ON PLANS. B. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO OEM 71 OU ON C. ALL MATERIALS TO BE DISPOSED OF IN ACCORDANCE NTH CITY OF- REACH ui REQUIREMENTS. ui ui D. INFORMATION TAKEN FROM SURVEY PREPARED By DATED 0 E. UTIUTIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTH VASE APPROVED BY ENGINEER PRESSURE MAINS SHOULD BE CAPPED OR ER z PLU GGED AND RESTRAINED WITH A REVERSE DEAD6AN.RCP SHOULD RECEIVE A BRICK AND IZ MORTAR PLUG -i F. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS AT ALL TIMES. Q THE CONTRACTOR SHALL COORDINATE THE REMOVAL/RELOCATION OF EASTING UTILITIES WITH OWN THE ER OF SAID UTIUTY. THIS SHALL INCLUDE BUT NOT BE LIMITED TO WATER, SEWER, GAS,CABLE TV.POWER AND TELEPHONE. H. THE CONTRACTOR SHALL INSTALL EROSION CONTROL PRIOR TO DEMOUTION AND MAINTAIN z DURING CONSTRUCTION,REFER TO EROSION CONTROL PLAN AND DETAILS. ui 1. THE CONTRACTOR SHALL LOCATE ALL EXISTING U71LITIE PRIOR TO DEMOUTION AND WILL BE ui RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR SOFF-SITE UTILITIES THAT ARE NOT A 0 PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. E J. TH CONTRACTOR SHALL BARRICADE THE STE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. K. ALL ABOVE GROUND IMPROVEMENTS(IE: PAVE)AENT. CURBING, BUILDINGS, SIGNAGE. CONCRETE WAIXS, POLES, INLETS, ETC ) AND BELOW GROUND IMPROVEMENTS (IE: SANITARY, STORM, WATER.CABLE,ELECTRIC,PHONE,ETC SHALL REMAIN UNLESS 01HERWISE NOTED. L ALL TREE ROOTS EXISTING WITHIN APPROVED IMPROVEMENT AREAS AND ORIGINATING FROM A PROTECTED TREE.SHALL BE SEVERED CLEAN AT THE UMITS OF THE PRESERVED AREA WHERE INDICATED. ET NUNIIER r 2 EXISTING SEWER MAIN (APPROXIMATE LOCATION)- -w- -w- - -w- - -w- - --w- - -w- - -w- -w- W-T -w- - -W- - -w- - -w w- - -w- - -w- lw- - -w- - -W- - -W- - -w- - -w- - -W- - -W- - - SANITARY MANHOLE EXISTING WATER LATER > EXISTING WATER LATER N RIM 11.25 EXISTING SEWER MAIN EXISTING WATER LATER NIMST 10TH STREET NV E 5.42 8" PVC EXISTING SEWER LATERALI EXISTING SEWER LATERAL :NV S 5.46 ---------- ....... 7 8" PVC z R ... N_EXISTING SEWER LATERA EXISTING SEWER LATERAL INV W 5.44 ====T CONCRETE CUIB and GUTTER j 0 _j -i 4 11.1 11.2 6 11;4 Et;=111-1 4. jj� 0.8 rlo�CRE`TE4WAILK j 4 A11.2 11.2 :11.2 A. 11.5 f �N� D POWER W60 OLE/ANCHOR _�l D POWER S69*48'00'tE 200.00' 25 FALM-FOUND 1/2- IRON POLE/ANCHOR '*ALJ 11.3 twu GITE S69* E00"E 200.13' FIELD P .1E, NO CAP IRON FOUND 3/4" IRON 0, CE 50.0' 13"PALM .0 PI F NA PIPE, NO CAP 0.6, 50.0' 13"PALM O� x- MONIT,ORINGG) 17"CEDAR&� 0.3' r E 0 3'-FI��ID- I*AL� LM 13-PA .0 17"CEDAR b" WELL TOP 11.8 OdB'SYCAMORE(2) z Lu 17"CRAPE MYRTLE(4)C i4 z 0 o 0.3 0 gn 0 _j L IA N'.. LLI F- z U. a0 0 19 "PAL M no _j . I '1 0 Lu- uii LLJ /<23"JAUREL OAK 00 um N 0 1 _j z '5owl co 0 CN W U. C Ll ys. 04- 19"PALM 26"MAPLE 0j 0 LAJ o C'�LLJ 44 6o 0:: 00 Lu 0 "i uj LOT 2 LOT 1 u �u 0 wm� 0 ��:b 0 a.o LOT 5 LOT 4 LOT 3 u- 0 <. 11 3: �-o P o - r, IL -0 CN Lu o :t 0 �"ITORING CIO C\j N z N�.b �IAAWELL TOP 12.3 21"PALM a�b 12.0 16.9'o-0 - A Zz N 0 3p 9 CONCRETE WALK 0 0 LLI 1:< 11"CHERRY(2. C/-)U) RRY(3�'o 7"CHE c) < Q�0 Of 0('� N?-.O < 0 0 -1 LL E MASONRY GARAGE Z >- 0 LD LOT 7 FINISHED FLOOR cjf w (N < 12"BAY ELEVATION 11.9 &P�SYCAMORE U) > 01 0 L'i 22"SYCAMORE O� Cf) q 37.7' 5 < L� Ld MASONRY C'HERRY ��O!;ARAGE FOUND 1/2" REBAR 3.0' 46.0' .0 51 c4 CONCRETE 11.01 2.0 28.5' 0.-. 0 C P 11;61 .4 E 11.1 1 3' NO A n z (-K-x E5EM� DFENCE 12.2 x-x-x 11.5 FOUND 1/2" IRON -8. �0-0x-l-x-x--x-x---x---x-x-.--x-x-.-x-x x-(-)- -- -- _ 4 11.8 21"PALM 11.6 8"WOVFENCE PIPE LS 3295 2.4" U) ui N69'48'00' W 200.00 FOUND 1/2" IRON N69*55'43"W 200.41' FIELD PIPE LB 1704 z Lu 0.5' N, 0.5' W 0 Z w I /-N --7 0 U) NOTES. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY WITH TREE LOTS I Z 3 AND 4, BLOCK 66, SEC77ON -H-, ATLAN77C Z -j LOCA TIONS. BEACH,'AS RECORDED IN PLAT BOOK 18, PAGE 34 OF THE 0 CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. x, BEARINGS BASED ON THE SOUTHERLY RIGHT OF WAY LINE OF 40 10th STREET WEST AS BEING S69W'00'E AS PER PLAT. TZ o NO BUILDING RESTRICTION LINES AS PER PLAT. THIS SURVEY WAS MADE FOR THE BENEFIT OF BEACHES ui ELEVA77ONS BASED ON NAVD '88. REFERENCE BENCHmARK IS HABITAT FOR HUMANITY, INC.; OLD REPUBLIC NA77ONAL TITLE 0 A MAG NAIL and DISC LB 3672 IN THE N SIDE OF A WOOD U) INSURANCE COMPANY; and DONAHOO, BALL &McMENAMY, P.A. POWER POLE NEAR THE NE PROPERTY CORNER OF 620 ORCHID z STREET ELEVA77ON 9.40 NAVD'88. Lu ELEVA77ONS ALONG CONCRETE CURB and GUTTER ARE TAKEN t.i ON BACK OF CURB AND FLOW LINE OF THE GUTTER. U) DONN W. BOATWRIGHT, P.S.M. 10-TREE(2) DENOTES A TREE WITH MULTIPLE TRUNKS. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA LIC.SURVEYING&MAPPING BUSINESS No.LB 3672 BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE JACKSONVILLE BEACH, FLORIDA 241-8550 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONE "X"(AREA OUTSIDE 500 YEAR FLOOD PLAIN) AS GRAPHIC SCALE DETERMINED FROM THE 'FLOOD INSURANCE RATE MAP- COMMUNITY-PANEL NUMBER 120075 001 D REVISED APRII- 17, 1989 FOR THE CITY OF ATLANTIC BEACH, DUVAL COUNTY, -SWET MJMXR FLORIDA. IN Mff I i-h- 10 fL 3 CID SANITARY MANHOLE WEST 10TH STREET N RIM 11.25 �NV W 5.44 U) NV E 5.42 8" PVC INV S 5.46 -------- - --------------- --- ------ yC 7 8" PVC - - --- --=- --===-----:----------- '06 20' CONSTRUCTION �09 20' CONSTRUCTION ENTRANCE TO BE MULCH ENTRANCE TO BE M ull ENTRANCE TO BE MULCH ULCH > WITHIN ROW "THIN ROW WITHIN ROW %!� /20* CONSTRUCTION CONC TE CURB ,,,d CUTTER ID No 0 0 19 11.4 10.8 kONCRE7TE'WALK bi 1.2 OD POWER 11.5 -00OLE/ANCHOR ,\WSOD POWER 5"PALM FOUND 1/2" IRON POLE/ANCHOR r D ji ALM 19 G A A� o NO CAP IRON FOUND 3/4" IRON 'Ill. 1-f w PIPE, NO CAP M 0�6' E NIT 17"CLDAR all 11 8SILT FENCE, TYPJ �"-"SYCAMORE(2) z PORTABLE TOILEIT 0 DUMPSTER AREA PORTABLE TOILET Q0 z o 0: >;. z o DUMPSTER AREA it 0 c u o > I L) DUMPSTER AREA .3, CONSTRUCTION 0 LL �9 1A 19"PALM ui vb Lu �g, ONICkjETE o 23"JAOINEL OWXIST12'r 0 Z uo IN REMOVED C Li WEST 10TH STREE AND PRIMARILY AT FIRST 19"PALM �,7.0 BAPTIST CHURCH OF ATLANTIC BEACH, 111lu 3: M 0 REA Y TRUCTION P KING WILL BE ALONG 1) 4 26"MAPLE 6, U) N cc w CD C) u)o '6 IL to .J CD IL uj ITORING 6, 1210 N CD y Vb 'OW rELL TOP 12.3 21"PAILM 16.�Y z CONCRETE WALK EXISTING GARAGE 0 11'CH ERRY(2 U) < ALREADY REMOVED �6(-D 7"CHERRY < 0 < b 0 -j MASONRY GARAGE Z EXISTING GARAGE-,,",,, 0 0 EXISTING GARAGE FINISI�ED F[-OOR ALREADY REMOVED ALREADY REMOVED 12"BAY L2 7=7 7 r ITO : 'STRUCTION POO LIEVATION 11.9 < 'T4SYCAMORE ?.0 > 22"SYCAMORE z 37.7' < MASONRY 15"61ERRY SILT FENCE, TYP �V,ARAGE lj�'CONICRFTE 2(R—5, FFE 11 1 FOUND 112" REBAR 46.0' 2.0 11.6 1�4' 3' 0. Z Z NO CAP 1- 2: 18 LU 7! _3 —9 E FM 11 5 FOUND 112" IRON -2�2 \ 8' WOOD FENCE EEx—I—-I-- 0�9' 11 8 21"PALM PIPE ITS 3295 ui ui FOUND 112" IRON _j Lu PIPE LB 1704 N69'55'43"W 200.41' FIELD 0 5' N, 0 5' W 0 Z U) z x A. CONSTRUCTION PARKING WILL BE ALONG WEST 10TH STREET AND PRIMARILY Z 0 Q AT FIRST BAPTIST CHURCH OF ATLANTIC BEACH. x B. CONTACT PUBLIC WORKS (247-5834) FOR EROSION AND SEDIMENT o CONTROL INSPECTION PRIOR TO START OF ANY GROUND CLEARING OR j= Z CONSTRUCTION ACTIATIES. u 0 U) rn yj C. SEE DETAIL SHEET FOR EROSION CONTROL DETAILS D. CONTRACTOR TO REFERENCE SECTION 6-18 OF CITY OF ATLANTIC BEACH 0 BUILDING CODE FOR ADDITIONAL INFORMATION REGARDING THE CONSTRUCTION MANAGEMENT PLAN. 131 U) h z 0 GRAPHIC SCALE lo rT I i-h- 10 ft, 4 co SANITAR y MANHOLE WEST 10TH STREET N R M 11.25 NV W 5.44 CONSTRUCT iNV E 5.42 DRIVEWAY 8" P�c INV S 5.46 PVC ------CONNECTION.TYP,.- -- ------ ------------- -- - --------- - ----------------------- 81 PVC z ——— ————— C3 ——-- - --——————————————— CONSTRUCT I 4 > DRIVEWAY� ull ui 6 CONNEC' DRIVEWAY TO BE FLUSH DRIVEWAY TO BE FLUSH-\ NTH EXISTING SIDEWALK, CONCIF ETIf CURB and D I I TER__ a. 6 2 0 SIDEWAI CE EXISTING SIDEWALK _TyP._ rl _r_4--,—DWVEWAY APR�N To X 4 -13.0' 3�0' f.0, 13.0, —,`S',,7io 13.0''��F 70-1- 4 ��TO EX 7.0' 1, ,, I TYP. 1 7 ACK OF SIDEWALK.WOOD POWER -T DRIVEWAY APRON WOOD POWER POLE/ANCHOR POLE/AN CH OR 25"PALM TO EXTEND 111 P A L M �;ATE CHAIN N FEI` E -BACK OF SID _x -7 >( TYP. 9� CHAIN LINK FEN E b E cd cd od 13"PALM 0 x— c)3, r . 0 2.0' MONIT ol 17"CEDAR 0 .3, 1 0. WELL �ORIN q. 20' 2.0' TOP I.. TE( zz < EXISTING PROPERTY LINE--,, I I C) � z 5 .0, —9 -4 n' PE MYRTLE(4)0 0� 0 1 0 0 1 20'FRONT BIRL OcQ > 0 0.3, < o; C6 06 0 .0 tA 2-1: LL. Lir < Z 19"PALMO 0 Lu- 23"�A�REL 0A[o > z COMMERCIAL . U. 19"PAL M 0 Lu RESIDENTIAL ZONING 26"MAF LE 0 < 1 y 0 " , 9.01 ,k- 's RRAPL M 0 ZONING HOU S�#'72/74 UN�i7banu HO HOUSp#60/62 ui 7.5' PARK LOT "77' 5' 7.5' 7.7' oz wo (HOA MAINTAINED) FM 12.7 FFEi 12.7 FF6 12.7 Lu 0 MONITORING1 21"PALM 0 z _�ELL TOP 12.3 F cnNCRETF z RRY(2) El I I F 7"CHE RRY 0 PROPOSE LOT PROPOSED LOT LINE LINE 20'REAR BRIL PROPOSED LOT--�� 12"BAYO LINE EXISTING LOT) 2 "S YCAMORE 22"SYCAMORE 0 8 LINE EXISTING EXISTING LOT LOT LINE RRY LINE ONCRETE O�4' z 94LM 8' WOOD FENCE _47 - X x x- x x x x 07�x x- I I —8'x WOOL) FENCE' j x 21"PALM ui 55.0' 55.0' 34.0' 56.0, w SITE DATA SUMMARY 1.ZONING: RESIDENTIAL, MULTI-FAMILY DISTRICT(RG-M) 2.LAND USE: MEDIUM DENSITY RESIDENTIAL(RM) ui x REQUIRED 3.MINIMUM YARD REQUIREMENTS 0 FRONT: 20' 36' w SIDE: 7.5-(15'COMBINED) 15' REAR: 20' 20' ui ui *.MINIMUM LOT VADTH: 75' - 5.MINIMUM LOT DEPTH: 100' 100' 6.MINIMUM LOT AREA: 6.200 SO FT U) It; 7.MAX. IMPERMOUS SURFACES: 50% ;D11 &MIN. FLOOR AREA(PER UNIT) NONE 1,403 GRAPHIC SCAU -EXEMPT FROM SEC. 24-10a(D) AS AN EXISTING PLATTED LOT PRIOR TO JANUARY 1, 2002 10 —PROPERTY MEETS DENSITY REQUIRMENTS OF COMPREHENSIVE PLAN. EXEMPT FROM REPLATTING SUBJECT TO SEC. 24-189. r7�—R FM I i-h- 10 ft, 5 EXISTING SEWER MAIN (APPROXIMATE LOCATION) a; SANITARY MANHOLE e EXISTING WATER LATER\� EXISTING WATER LATER N RIM 11.25 EXISTING SEWER MAIN� EXISTING WATER LATER WEST 10TH STREET TERAL INV W 5.44 LA NV E 5�42 EXISTING SEWER LATERAL SEWR FLOW EXISTING SEWER INV S 5,46 8" PVC EXISTING SEWER LATERAL EXISTING SEWER LATERAL -------8" pyc----------- ----- - 8" PVC z rCONNECT TO EXIS71NG CONNECT TO ECT TO CONNECT TO CONN CONNECT TO EXISTING SEWER EXISTING WATER CONNECT TO WATER EXISTING CONCREIL CURB pn6ERMttER EXIS G� qFRMr.F EXISTING SEWER WATER\ �3 �N. I VIC x I \CONSTRUV'DOUBLE WA R'SER)ACE 9�ONCRE E WALk 4 E p WOOD POWER J* METER AND l" POLE/ANCHOR WOOD POWER OLE/ANCHOR FOUND 1/2" IRON 0 5' 0 TE s 5�)'481 00"E 2 .1,3' WffSqV'GE PIPE, NO CAP Ix is 7x �, -- '--- 5777222-� '---'-4' IRON FOUND 3/4" LRON 6' CH IN Ll FEN E -7 PIPE, NO CAP 0.6' —w— F— 1 4 1 �E -'=�i TIN 7 A N OIJ T MON ORIN 0ow 0.3' �.j .0 d. WEL TOP 1.8 4' SEWER z z % 0 I TER I' WAXTE MIN. �6� 4' SEWER- SERVICE0 WATER 5.0, A41N. SER\A[E SERMCE 2%MIN. MIN. SERMCE 1* WATE 0 z 1 Is WATER I I* WATER ERMCE K SERMCE x SERMCE 7 4" SEWER > 0.3' Of ;ER\ACE 0 I WATER R\-4CE 4 "E X TE Li Wj '50 HMN.' S .4-JEWER ER E 0 C 0 M 2% MIN. %A LL 4- t CLEANOUT 4' ANOU CLEANOUT CLEANOU (D LLI- > bm 4 4" 5x 4 CLEAN60T z CLEANOUT CLEANOLIT COMMERCIAL Lu 0 RESIDENTIAL ZONING < ZONING co HOIJS�#72/74 nuus�#68/70 Huus�#60/62 m ui PARK QT C) .0� j (HOA MA AINED) FFEJ 12.7 FFEi 12.7 FFE� 12.7 Lo c W 0 lu 3: m\ 0 y MONITORING CN _QKELL. TOP 12�3 p 4 Z CO-N—CKTIE 1— z Cf� C 0_NC RE T E FOUND 1/2" RLBAR�1�1' 0.4' NO 7 7�7� L x x FOUND 112" IRON B' VVOOD FENCE 0 9' rE-N-W 8 WOOD PIPE LS 3295 Lu 2.4' FOUND 1 '2" IRON w PIPE LB 11704 z N69'55'43"W 200.41' F ELD 0,5' N, 0 5' W U) A. CONTRACTOR TO COORDINATE WITH CITY OF ATLANTIC BEACH FOR CONNECTIONS TO EXISTING UTILITIES. B. SEE PLUMBING PLANS FOR INTERIOR UTILITY LAYOUT AND CONNECTIONS. C. WATER AND SEWER SERMCES PER FLORIDA PLUMBING CODE. U) uj L E G E N D SYMBOL DESCRIPTION —W— PROPOSED WATER UNE PROPOSED SEWER LINE to 0 SEWER CLEANOUT GRAPHIC SCALE WATER METER 0 1 SHEET NUMBER IN Fm) i..b- 10 ft. 6 g SANITARY MANHOLE WEST 10TH STREET N RIM 11.25 NV W 5 44 INV E 5,42 INV S 5�46 8" Pvc 8" PVC 7 8" PVC z ------------------------------ ----- --------- ------------ -------------- 0.'6 ------------ -,TO itAtCH FLOW CONI TO MATCH FLOW CONTRACTOR Typ. LINE OF EXISTING GUTTER, TYP. > GUTTER FLOW GUTTER FLOW CONCRETE CURB nd GUTTER ,I] , A LINE OF EXISTING GUTTER, G 11.4 1 .7' 10.8 io? �,ONCRFI E K 1, 4 %�.7 5 11.0 7, 11.2 (�OD POWER 4 OLE ANCHOR W D PO 1.3 / UAL, a-1k, :0,�cic�p-�?r*ffk, ILK-, U-49-1 25"PALM POLI/AN 11!�PALM g P ) GAT 9 �_-1 FIT IT I -oA s Fl��-41-�x - �5 6' CHAIN LINK FE11 I�A�7 -7 :N TE 1P 7 0 0 JL�.6' rFFI� Tr E --11.5 "CEDAR, 1.5 o.3, r WELLIT P 11.8 Of'E(2) z 2.0 LJ �b APE MYRTLE(4 z > z Y2.0..- 4 o,- 12.0 > 0.3' .$ 11.0 0 12 ig- 1A z LL LU- 0 o I At M 1A Lu- 23"JALREL Oj 'o z E.1 V COMMERCIAL 2 Uw 19"PALM LAA o �e o 0 RESIDENTIAL 26"MAF LE ZONING ZONING 1104#72/74 HOU4#68/70 b 1104#60/62 ui RETENTION--,,,,. 4. p T wo, 11.29 FL AREA z w. TADWI)f L1j m FFE� 12.7 FFE� 12.7 1 (H FFEJ,12.7 �-o 0 N 0 LU NITORING1 3 M Mc 'ELL TOP 12�3 21"PAL CONCRETE A RR El L /"CLIE Y 12.0- 2.0---� 11�,z rI 2.Q udu �:l SIDE SLOPES, TYP.-, 11.5- 11.0- RETENTION AREA Y TOP=:11.0 10.5 -1.915 CIF 4:1 S11 S :S, E OF 10.0- I CONCRE TF 10. 11.0 x x 2-2 x-x--x x -x x x x--- x- x-----x----x- 1 �6 8 -W00DxFENCE A-x 11-5 LIJ 1 8' WOOD FENJCE x 9' 12.2 21"P LM 2.4' w Lu U) LOT AREA 20.400 SIF EXISTING IMPERVIOUS AREA 3,036 SF(WILL BE REMOVED) L E G E N D PROPOSED IMPERVIOUS AREA= 17,364 SF SYMBOL DESCRIPTION REQUIRED STORAGE - 1,880 CF z PROVIDED STORAGE(ONSITE RETENTION) 1,915 CF PROPOSED SPOT ELEVATION ui -11.0- PROPOSED CONTOUR z EXISTING SPOT ELEVATION EXISTING CONTOUR pt; DIRECTION OF FLOW/SWALE GRAPHIC SCALE I lo SHEET"DER IN FUT 1 i-h- 10 tL 7 < �MY�(� A Fo"1� CO 4-X 4. w now) rm—� �� —-. ;?!r z ur :F, o am F� I I B a 713---wy-///,�21 M MT�) I > XT� `A* -j -j Av" < TEMPORARY SILT BARRIER MT W 6CAL8 rA&c r orvicE sPA-tw iftrFco?SPACE 2do A c—s Ix 7��*— ��c,— I w 2ft "I wDlswlwol 2w —IrWon4vil"_wc I raw I rovwh rq- r-v..t js Lw— 0 251.45 2v a I — o `11, jo5 N P.ft1w Auw I LIF A N E 45 ja �o Is no. j Q so&JP,.�fl.Ruc om AVV o�—"a wo4.p.— 41. ui o 5?w.- A.,� qw." oft —4 7' woh.-4 fZ $np%-,6. �f Iftd —.M*0 4$ --o'" ofto-, wi.1-*,fft—k ligo-w—t, .vowAg—, mww4--Nmw� iY�Not. *.owq fb rhw--,ft--*,f2, 6—A~sp— u) 'j, o—f rc.4 f I.ft,f.j�w W Z s. w—ff"w. Avo, SYAeaS �",".i"o- -4�m- *-t OIJRATtOV NOTES 0 vA LL 1�w-zAw naw,,irs w o.P,fa,,—d 5r#^,-a jr I R"ODW$ACAD WO�Or FWPAWO TD Tl%- iq— w T115 "m Fkv Ad T.a tv" w""WOO ft.40-4@ ..w&— W 45 CDAVmays w s4%f oftv"l—ft ;;, v vly.: v, 4w—"�- D r—s;r. qde.�A�d� NIW AV'lr��c Mjvhrmr. 17c z—. I Ic ft— wa.0... lu v.*4w&6'. owsps IN rwv ACTjVjT= LU o bo—. ftwo,&-Nmfts- *.o."w--&v ext4wWN rw AVEA 1=, u 1) v.A.—ow—whw* f ft—w—,6.4——4�" P*cLNW41ft AW WE .4o A�—;,aMf=A—t—0,A,, &,IIUW rW FCAF 4-�TRAM WAY Z WAD), o t—1$-woA. v-16. UA Y, X 4*�.�TW a M-� ca-Im PA� 4) 1 6o U) ow —T. TWO"W nVO4WY,WORK WIM IM TMI43L WAY 1413 >.� ui 10 wilt TYP. 4"CONC. WALK PVMT. Lu o c pq o UJ IL N w 5o it t vim —-01— SWIPISLOW AFAO WThW 1— 2 AFADs /so"\ Z=N'\ a".-wo�f f rw I-P.— w, ay. 13o —4 v v, vl. LU I 'All<*� -;Z7 0 Aw V U) D U) W21'IWA 2- 7 X, 6=T. �r w�x L�) ui CD TYP. 67 DRIVEWAY PAVEMENT 7 AWY.V..AFAV No.——f—-.k.. OO.V,#.--~ ~f.0�p-, *0 www;." �d U) AfD1YLUO* AFAD /00 WrfM 2 1 ArAl) AW A r'iAG6rR 5—d &.-v AtJTrMATFn F'IACrFR ASSF.STAN(-F I)FVIrF.S (AFAI)) A 8 1 c I b Iftwv 'Avb.A—.d �d by s�-t I%P.) 3 Dl.w�ft. *p, am poor amilp OrAft* —101—v .. �.IT..R rW"4W TWO-MY WON(WThW De TMVM WAY WON 2412 1 E COPY ., Beaches gh dh H t Its bita for Hu nit 797 MAYPORT ROAD ATLANTIC BEACH FL 32233 Buches (904) 241 -1222 Hab*ltat FAX: (904) 241 -4310 for Huma 797 MAYPORT ROAD ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 UIL ING CO E SUMMARY 2 STORY 3 BEDROOM ATTACHED CODE ENFORCEMENT JURISDICTION: CITY OF ATLANTIC BEACH SINGLE FAMILY HOUSES ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS 60/62 10TH STREET WEST, ATLANTIC BEACH, FLORIDA 32233 OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM DUVAL COUNTY BUILDING HEIGHT OF THIRTY FIVE FEET (35 ZONING CLASSIFICATION : RG WIND ZONE: 130 MPH FLORIDA BUILDING CODE RESIDENTIAL: 2010 EDITION 2 STORY, 3 DRAWING INDEX FLORIDA BUILDING CODE PLUMBING: 2010 EDITION BEDROOM FLORIDA BUILDING CODE MECHANICAL: 2010 EDITION ATTACHED FLORIDA BUILDING CODE FUEL GAS - 20010 EDITION NATIONAL ELECTRICAL CODE: 2008 EDITION Al - TITLE SHEET, DRAWING INDEX, -GEN , NOTES SINGLE FLORIDA FIRE PREVENTION CODE: 2007 EDITION FAMILY A2- FOUNDATION PLAN AND FLOOR PLAN HOUSES A3- FIRST FLOOR PLAN OCCUPANCY CLASSIFICATION: RESIDENTIAL A4- SECOND FLOOR PLAN 60/V I OTH STREET VMST CONSTRUCTION TYPE: TYPE V-B (WOOD FRAME) ATLANTIC BEACH, FL 32233 A5 FRONT AND RIGHT SIDE ELEVATIONS SPRINKLED: NO DUVAL COUNTY FIRE DISTRICT: NO A6- REAR AND LEFT SIDE ELEVATIONS BUILDING HEIGHT: 23' A7- ROOF PLAN APPROXIMATE HEIGHT AFG. 10 A8- WALL SECTIONS AND DETAILS MEAN ROOF HEIGHT: 171-711 BUILDING AREA (TYPICAL OF TWO) A9- STAIR SECTION AND DETAILS TITLE SHEET, 1 ST FLOOR A/C: 610 SQ FT. A10- FIRST FLOOR ELECTRICAL PLAN INDEX OF 2ND FLOOR A/C: 640 SQ FT. DRAWINGS, TOTAL A/C: 1 250 SQ FT. Al 1 - SECOND FLOOR ELECTRICAL PLAN GENERAL GARAGE: N/A NOTES ENTRY / PORCH : 102 SQ FT. STORAGE: 30 SQ FT. TOTAL UNDER ROOF: 1 ,280 SQ FT. DATE: 05/13/2013 DRAWN BY: PAT LOT AREA: * THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2004 704.4 'EFILE COPY . .\.\Aclnln\LoWs\Beaches_Vert_Btkjpg (i SEPARATION WALL LEGEND 411 INDICATES A STEP—DOWN OR RECESS IN CONCRETE SLAB W/ MINIMUM DISTANCE DENOTED 1671 FRANCIS AVENUE IC BEACH, FL 32233 INDICATES SLOPED CONCRETE SLAB @ SLOPE 1/8- PER FOOT (MIN) (904) 241-1222 FAX: (904) 241-4310 4' 0 0 a_ -i I 0 H P cn 41� Ln Li w CL 0 J� 0 HB SLAB NOTES I V) PROVIDE PVC T TO AHU 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED CONDUI I I i AS REQUIRED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN PROVIDE PVC THIS LOADING. CONDUIT TO AHU 2. 4" 3,000 PSI CONCRETE SLAB W1 6x6 10/10 WWM OR 4" 3,000 PSI FIBERMESH CONCRETE SLAB OVER 6 AS REQUIRED ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB 0 ALL LOCATIONS. 4� THE HEIGHT OF ALL STEP—DOWNS SHO'Vvi,41 ON 2 STORY,3 DRAWINGS ARE MINIMUMS AND MAY VARY Af BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS BEDROOM REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) ATTACHED SINGLE FAMILY N 0 TE HOUSES ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. 60162 1 Oth STREET WEST ATLANTIC BEACH, FL ui HB 32233 DUVAL COUNTY cn bi HB 0 0 V) FOUNDATION PLAN SEPARATION WALL Tj DATE: 05/13/2013 FOUNDAI ON PLAIN DRAWN BY: PAT 77 1 Ty- 4 V - 0 F 17, /k2 .\.\Adrdn\Logos\Deaches-Vert-Btk.jpg ABBREVIATIONS BLOCKING NOTES ABV ABOVE Fl-] INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR 1671 FRANCIS AVENUE AC AIR CONDITIONER INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT AFF ABOVE FINISHED FLOOR 36- (CENTERED) ABOVE FINISHED FLOOR. ATLANTIC BEACH, FL AHU AIR HANDLER UNIT 32233 CABS CABINETS (904) 241-1222 CLNG CEILING COL COLUMN FAX: (904) 241-4310 DR DOOR DW DISHWASHER FLR FLOOR STAIR IN' OTES F00001 FP FIREPLACE 3030 S H GILS GLASS ll.�'Cl, r HB HOSE BIB OHC 1. TREADS MADE OF 2x12 GLUED & SCREWED 3 MC MEDICINE CABINET m MIR MIRROR (TRIMMED AS REQUIRED) Co MTL METAL 3030 SH OHC OVERHEAD CABS 2. RISERS MADE OF 1 x8 GLUED & SCREWED OPNG OPENING (TRIMMED AS REQUIRED) OHC OPT OPTIONAL R&S CLOTHES ROD and SHELF 3. LANDINGS MADE OF 2X8 0 16" OC. DECK W/ oi c 0 SMOKE DETECTOR 3/4" T&G PLYWOOD GLUED & NAILED 10> REF REFRIGERATOR SD PRE" FAB SGD SLIDING GLASS DOOR 4. CARRIERS ARE 2X12 EQUALLY SPACED (TYP) -,"SHWR ` SH (2) SHELVES (QUANITY) VOL VOLUME 5. TOP OF HANDRAIL INSTALLED @ 34" — 38" OD 00 jk, CD 0 ABOVE FINISHED FLOOR / TREADS AS 2868 0 WC WATER CLOSET 0 MEASURED FROM NOSE OF TREAD WD WOOD PRE tAB WH WATER HEATER �81HWR I lxx -- ——— — ———— — - 28 8 0 Zxb LL lxx 0 Lj— ———— ———— — 41 0 7 z 00 V) Zxb WALL Do V) 0 V) n uj 2 STORY,3 W-1 of 11 BEDROOM ^2WO ATTACHED SINGLE 0 STEPS: (7 H� FAMILY 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. WINDOW INSTALLATION (METHOD A-1) WEATHER RESISTANT BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. HOUSES 2. APPLY SILL FLASHING FLASHING APPLIED OVER THE FACE OF THE MOLIKING R.MGE. 3. APPLY BEAD OF SEALANT AT BACK OF WINDOW FLANGE & SET WINDOW USING PAN SEAL THE WINDOW FRAME TO HEAD SCREWS TO FACILITATE INSPECTION. OPENING. APPLY A Ys' NOk SECTION A DIA. TO THE BACKSIDE THROUGH WINDOW JAMB 4. APPLY BEAD OF SEALANT AT SIDE (INTERIOR) OF THE WINDOW JAMBS, EXTEND 8)V P4=UNE WITH ANY SEALANT BEAD 5. APPLY JAMB FLASHING ED HOLES OR BEHIND MOUNTING SLOTS. FLANGE 6. APPLY BEAD OF SEALANT AT HEAD m 11 L 0 2xb 7. APPLY HEAD FLASHING APPLY CM. SEAL TO THE --p- ATLANTIC BEACH, FL MOUNTING FLMGES AT THE TOP SH2852 SH 8. REMOVE PREVIOUSLY APPLIED TAPE. (HEAD) AND SHOES (JAMBS) OF EGRESS WINDDW ALLOWING wRB TO LAY FLAT OVER HEDAD WINDOW, EXTEND SEALANT AT 32233 FLASHING. APPLY NEW SHEATHING TAPE JAMBS 81fi-ABOVE THE RO. AT ENT OVER DIAGONAL CUT SEE DIAGRAM. HEAD. EMBED JAMB FLASHING INTO SEALANT AND FASTEN IN DUVAL COUNTY PLACE. (FLASHING GOES MR BEAD BETWEEN xb` WAI-[-- SEALANT) FLASHING AND MOUNTING FI-ANGE 2852 SH 2852 SH EGRE'SS WINDOW Ell SEALANT—� SECURE WRB AT HEAD Ll Ell EXTEND JAMB FLASHING TO OVERLAP SILL FLASHING. EXTEND JAMB FLASHING Ok' ABOVE ROUGH OPENING AT FLASHING AT HEAD EXTENDS 1' HEAD. TUCK TOP OF JAMB FLASHING UNER THE FLAP OF BEYOND JAMB FLASHING. WRB AT THE HEAD. SEE DIAGRAM. FIRST FLOOR L HEAD FLASHWa INTERIOR VIEW: EMBED BOTTOM OF THE HEAD TOP LEFr CORNER OF WINDOW FLASHING AGOJNST THE PLAN PREVIOUSLY APPLIED SEALANT NG GOES OVER SEALANT). HEAD FLASHING BEYOND EACH JAMB FIASHING. FASTEN IN SEALANT PLACE. jr UNE---\,. ct ILL FIASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMS. AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS, FASTEN 1. WEATHER RESISTANT MEER WINDOWS PER WINDOW MANUFACTURER SPECIFICATIONS. AT A 45 DEGREE ANGLE. CAREFULLY CUT THE BARRIER ON A DIAGONAL GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRIS SURFACE ABOVE. DATE: 05/13/2013 I A DRAWN BY: PAT FIRST FLOOR PLAN 11 - 11-011 1/4 - r 006\1 28687 �2868 L xx =3 A3 .\.\AdrM\L \Beuches-Ver-t-Rk.jpg 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-12n ABBREVIATIONS FAX: (904) 241-4310 ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT CABS CABINETS CLNG CEILING COL COLUMN EGRESS WINDOW EGRESS WINDOW DR DOOR 3052 SH 3052 SH DW DISHWASHER FLR FLOOR FP FIREPLACE GLS GLASS EGRESS WINDOW EGRESS WINDOW 3052 SH 3052 SH HB HOSE BIB MC MEDICINE CABINET MIR MIRROR MTL METAL OHC OVERHEAD CABS OPNG OPENING OPT OPTIONAL c"I R&S CLOTHES ROD and SHELF U-) REF REFRIGERATOR 00 SD 30 2 2Y2 Of X 360$ SMOKE DETECTOR 68 3068 ATTIC ACCESS R&S SH (2) SHELVES (QUANITY) SGD SLIDING GLASS DOOR R FS VOL VOLUME wC WATER CLOSET 22)�sp X 3611 3068 3068 WD WOOD ATTIC ACCESS — 30,6F R& WH WATER HEATER s R&S I L I 00 (D 0 L L0 L0 0 2 STORY,3 >j r 7 Ls X N V) VERIFY TUB R.O. BLOCI. K-1-Mi i"'N' O T E S W/ CONTRACTOR BEDROOM ,2 1 LLJ INSTALL GRAB BAR BLOCKING FOR FUTURE GRAB BAR N 3: >1 INSTALLATION. 2 X 6 BLOCKING TO BE LOCATED AT 36" (CENTERED) ABOVE FlNISHED FLOOR. ATTACHED VERIFY TUB R.O. 0 (D W1 CONTRACTOR CD 0 W 0 cq SINGLE 00 -q- 00 00 0 CN Lo co " OTE S--' Ni FAMILY STAIR Go co (D 1. TREADS MADE OF 2x12 CLUED & SCREWED w 0 1 0 HOUSES N 4N K�'AS'1"ER (TRIMMED AS REQUIRED) ------ R&S 2. RISERS MADE OF lx8 GLUED & SCREWED (TRIMMED AS REQUIRED) 00 (o 3. LANDINGS MADE OF 2X8 0 16" OC. DECK W/ 60162 10th STREET WEST 3/4" T&G PLYWOOD GLUED & NAILED R&S 2852 SH 2852 SH ATLANTIC BEACH, FL 4. CARRIERS ARE 2xl2 EQUALLY SPACED (TYP) 32233 5. TOP OF HANDRAIL INSTALLED @ 34" - 38" 2852 SH2852 SH DUVAL COUNTY ABOVE FINISHED FLOOR / TREADS AS MEASURED FROM NOSE OF TREAD SECOND FLOOR PLAN DATE: 05/13/2013 SECOI"\�' D FLOOR PLAIN' DRAWN BY: PAT 1 1 - 7) 4)) 11 - 0 3 22 ATTI( 2 06 AaR jf'�64 Lo 0 B RO C:l v T�RACT6� 100y00cwo 00 C14 W 0 C'q ID S E 4 TYPICAL ROOF CONSTRUCTION: FIBERGLASS ASPHALT SHINGLE .\..\Adr4n\Logos\Beaches-Vert-Btk.jpg ROOFING OVER 30# FELT OVER 7/16- OSB OVER PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL 12 4 WALL CONSTRUCTION: FIBER CEMENT LAP SIDING W/ 6- EXPOSURE OVER BUILDING WRAP ON EXTERIOR SHEATHING ROOF TRUSS BEARING OVER WOOD FRAMING- 17'-7" REFER TO STRUCT FIBER CEMENT TRIM (TYP.) 1671 FRANCIS AVENUE ATLANTIC BEACH, FL SCREW-DOWN METAL ROOF W1 KYNAR FINISH OVER 32233 ICE & WATER WATERPROOF MEMBRANE (TYP 0 PORCH (904) 241-12" ROOFS) FAX: (904) 241-4310 4 FINISHED SECOND FLOOR 9 —5 1/2" FLOOR TRUSS BEARING d 8' SYNTHE11C FINISH OVER STUCCO 4x4 WRAPPED W/ lx (TYP. ALL COLUMNS) T FINISHED FIRST FLOOR 01_0" \' I GH T SIDE ELEVATION 1 /4 11 - 01) 2 STORY, 3 BEDROOM TYPICAL ROOF CONSTRUC11ON: ATTACHED FIBERGLASS ASPHALT SHINGLE ROOFING OVER 30# FELT OVER 7/16- OSB OVER PRE-ENGINEERED SCREW-DOWN METAL ROOF ROOF TRUSSES SEE STRUCTURAL 12 W/ KYNAR FINISH OVER SINGLE ICE & WATER WATERPROOF MEMBRANE (TYP 0 PORCH ROOFS) 12 FAMILY FIBER CEMENT ........... SHAKES 4L_-- ........... HOUSES ROOF TRUSS BEARING WAIJ_ CONSTRUCTION: FIBER 170-7's CEMENT LAP SIDING W/ 6- EXPOSURE OVER BUILDING 60/62 10th STREET WEST WRAP ON EXTERIOR SHEATHING OVER WOOD FRAMING- ATLANTIC BEACH, FL REFER TO STRUCT FIBER CEMENT TRIM (TYP.) i ? 32233 DUVAL COUNTY SYNTHE11C FINISH OVER STUCCO T CONTROL JTS 0 FINISHED SECOND FLOOR OPENINGS, TYP g'—5 1/2 FLOOR TRUSS BEARING 4x4 WRAPPED W/ 1 x (TYP. ALL COLUMNS) H 0 FRONT AND RIGHT SIDE FINISHED FIRST FLOOR 0'-0" ELEVATIONS F' R ONT ELEVATION DATE: 05/13/2013 1 /4 1 o " DRAWN BY: PAT 4 F 1 \..\Adp0n\Logos\Beaches-Vert-Pik.jpg 12 4 ROOF TRUSS BEARING r1h 17'-7" FIBER CEMENT 1671 FRANCIS AVENUE SIDING ATLANTIC BEACH, FL. 32233 (904) 241-1222 FAX: (904) 241-4310 J -TI- T OR FINISHED SECOND FLO 9'-5 1/2" FLOOR TRUSS BEARING 8'—1 1/8" SYNTHETIC FINISH OVER STUCCO FINISHED FIRST FLOOR LEFT SIDE ELEVATIOIN 2 STORY, 3 BEDROOM ATTACHED SINGLE FAMILY 12 12 12 4 4 4 HOUSES ROOF TRUSS BEARIN9-�� rl -I I TT-1 I -I I I I I -I I T1 11 -11 11 111 11 11 11 17'-7" 60162 10th STREET WEST FIBER CEMENT SIDING 32233 DUVAL COUNTY FINISHED SECOND FLOOR 9'—5 1/2 FLOOR TRUSS BEARING 8 SYNTHETIC FINISH OVER STUCCO ED REAR AND LEFT SIDE ELEVATIONS FINISHED FIRST FLOOR o'—o" DATE: 05/13/2013 R EA R ELEVATION DRAWN BY: PAT 2 1 - 0 " 4 4E 1 4 I IN, A6 ..\.\AA*mln\Logos\Beac:hes_Vert_B&jn 1671 FRANCIS"ENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 NO PENETRATIONS WITHIN 4'-0" OF 2 HOUR FIREWALL 12 12 4 48" OFF RIDGE VENT F- LL- z IL_ LLJ L 0 > 2 STORY, 3 RIDGE Ld 0 > co Go 12 12 BEDROOM 4 X/l 4 4811 OFF RIDGE VENT ATTACHED t I I I SINGLE FIBERGLASS ASPHALT SHINGLE FAMILY ROOFING OVER 30# FELT OVER 7/16" OSB OVER HOUSES PRE—ENGINEERED ROOF TRUSSES SEE STRUCTURAL INSULATION BAFFLES BETWEEN EACH <1 x 60/62 10th STREET WEST TRUSS 12 12 12 ATLANTIC BEACH, FL HURRICANE CLIP @ EACH TRUSS 4 4 4 32233 SEE STRUCTURAL DRAWINGS DUVAL COUNTY N (2) 2x PLATES — SEE STRUCTURAL 12 of 12 4 4 METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. ROOF PLAN R-30 MIN. VINYL "F" CHANNEL % BLOWN—IN R- 13 BATT INSULATION INSULATION 1 �-4pp Typ. Z' 1 /2" GYPSUM WALL HURRICANE ROD SYSTEM — SEE BOARD. MUD AND STRUCTURAL DRAWINGS TAPE ALL JOINTS AND FASTENER HOLES. SAND ALL SURFACES FLUSH. SOFFIT DETAIL ROOF PLAIN DATE: 05/13/2013 DRAWN BY: PAT 1 4 1 0 /k7 ATTACH 2" METAL C—CHANNEL TO TOP OF GYPSUM LINER PANEL OSB SHEATHING, USE FIRE—TREATED .\.\A&in\Logos\Beaches-Vert_gkjpg CL PLYWOOD WHEN AT A MINIMUM SEPARATION WALL C S LL DISTANCE OF 4' FROM FIRE WALL PRE—ENGINEERED - - - - - - - - WOOD ROOF TRUSSES - - - - - - - - - - - - - FIRE RESISTANCE RATINGS ANSI/UL 263 < i a- Design No. U336 NOTE: NO ROOF PENETRATIONS December 06, 1996 V) WITHIN 4'-0" OF FIRE WALL Exposed to fire from separation wall side only 1671 FRANCIS AVENUE Nonbearing Wall Rating — 2 Hr ATLANTIC BEACH, FL Finish Rating — 120 Min Z ALIGN TRUSSES WITH INSIDE 32233 EDGE OF FRAME WALL A 6 3 (904) 241-1222 SEPARATION WALL: (Max Height 44 ft) 3 CONTINUE GYPSUM WALL 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1 " long legs BOARD TO ROOF DECK NOTCHED FAX: (904) 241-4310 AROUND WOOD TRUSS MEMBERS. form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" BLOWN CELLULOSE INSULATION APPLY INTUMESCENT COATING AT O.C. X ALL PENETRATIONS. 2. Metal Studs Steel members formed from No. 25 MSG galv steel having V "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1 X 3. Gypsum Board* — Two layers of 1 " thick gypsum wallboard liner panels, "A A C supplied in nom 24 widths. Vertical edges of panels friction fitted into "H" C shaped studs. 2 C 5/8" OR 1/2- TYPE 'C' GYPSUM WALL BOARD CANADIAN GYPSUM COMPANY Type SLX. .063" USG ALUMINUM ANGLE CLIPS UNITED STATES GYPSUM COMPANY Type SLX. SPACED AS REQUIRED "THERMAFIBER" INSULATION 7—� 2 3 FIRE BLOCKING AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at 6 (2) LAYERS 1 USG GYPSUM mid—height where necessary for clip attachment. Min 3/4" separation between LINER PANEL R 11/19 FIBERGLASS wood framing and fire separation wall. 6 BATT INSULATION 5. Gypsum Board Classified or Unclassified Min 1/2" thick, 4'-0" wide, 1 " (3/4" MINIMUM) AIR SPACE applied either horizontally or vertically. Wallboard attached to studs w/ 1 -1/4" long steel drywall nails spaces 8" O.C. Vertical joints located over studs. 4 4 1/2- GYPSUM WALL BOARD OVER #2 (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. SPF WOOD STUDS @ 6" O.C. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and with Type "W" screws 1-1/4" long to wood framing through holes provided in 2" METAL H—CHANNEL clip. 23/32" T&G PLYWOOD AS REQUIRED SUBFLOORING GLUED AND METAL ANGLE — SPACE 6A. Clip placement (item 6) for separation walls up to 23'-0" high. Space 1" (3/4" MIN) AIRSPACE SCREWED OVER PRE—ENGINEERED clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. WOOD FLOOR TRUSSES 2x SILL PLATE 6B. Clip placement (item 6) for separation walls up to 44'-0" high. Space clips as described in Item 6A for upper 24'-0". Remaining wall area below 2 STORY, 3 requires clips spGces a max 5'-0" O.C. vertically between wood framing and 'H studs. 00- 001-9-09% SECTION loo BEDROOM *Bearing the UL Classification Mark ATTACHED N. R"dntad fmm tho Cfft*CVNMN�INcby C&MOOK 0 200 WWWWRwo LaboratmW kv 0 C PRE—ENGINEERED WOOD FLOOR TRUSS SINGLE IF FAMILY HOUSES 5/8" OR 1/2" TYPE 'C' GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD OVER 2x #2 SPF FIBER CEMENT SIDING 60/62 1 Oth STREET WEST .063" USG ALUMINUM ANGLE CLIPS ..........." 2x4 STUD WALL OVER APPROVED WOOD STUDS 0 16" O.C. SPACED AS REQUIRED HOUSE WRAP ATLANTIC BEACH, FL EXTERIOR SHEATHING 32233 R11/19 FIBERGLASS 'Y"Y' ATTACH 2" METAL CHANNEL TO BATT INSULATION 2" USG 'C' RUNNER DUVAL COUNTY A A �' , X, I'n", ') 11 1 tY_ CONCRETE SLAB W/ 'PASLODE' D 1 " (3/4" MINIMUM) ;101 OR EQUIVALENT ANCHORS 0 24" AIR SPACE CL OF SEPARATION WALL O.C. MAXIMUM ol Ix lo (2) LAYERS 1 USG 2x SILL PLATE W/ GYPSUM LINER PANEL FOAM SILL SEAL 2" USG 'H' STUD FASCIA BOARD ABOVE (2) 1 USG GYPSUM LINER WALL PANEL (SEE SECTION THROUGH SEPARATION WALL) SECTIONS AND -0- A -0 DETAILS CONCRETE GRADE BEAM CL (SEE FOUNDATION PLAN) SEPARATION WALL PLAN DETAII AT SECTIOiN THROUGH SEPARATION WALL SEPA' R ' TICI" ' WALL — 07) DATE: 05/13/2013 DRAWN BY: PAT FIBERGLASS ASPHALT SHINGLE 9 5/8 " ROOFING OVER 30# FELT OVER 7/16" OSB OVER PRE-ENGINEERED ROOF TRUSSES - SEE STRUCTURAL .\.\"%In\Log=\Be=hes-Ver-t-]Klcjpg BLOWN-IN CELLULOSE & INSULATION BAFFLES BETWEEN EACH TRUSS 12 HURRICANE CLIP @ EACH TRUSS 4 SEE STRUCTURAL DRAWINGS (2) 2x PLATES - SEE 75 1671 FRANCIS"ENUE STRUCTURAL 8 ATLANTIC BEACH, FL 32233 (9N) 241-12n FAX: (904) 241-4310 METAL DRIP EDGE OVER METAL WRAPPED 2x6 FASCIA xz VENTED VINYL SOFFIT INSTALLED PER MANUFACTURERS SPEC. R-30 MIN. BLOWN-IN STAI R D ETAI L VINYL "F" CHANNEL INSULATION 1 x 6 FIBER CEMENT FREIZE -ryp. C2 2 1 BOARD 1 /2" GYPSUM WALL 2 R- 13 BATT INSULATION BOARD. MUD AND TAPE ALL JOINTS HURRICANE ROD SYSTEM - SEE AND FASTENER STRUCTURAL DRAWINGS HOLES. SAND ALL SURFACES FLUSH. 7/16" OSB OVER 2x STUDS SEE STRUCTURAL DRAWINGS 23/32" T&G PLYWOOD WALL CONSTRUCTION: FIBER SUBFLOORING GLUED AN CEMENT LAP SIDING W/ 6" OVER PRE-ENGINEERED EXPOSURE OVER BUILDING FLOOR TRUSSES WRAP ON EXTERIOR SHEATHING OVER WOOD FRAMING- REFER TO '_STRUCT--_", ------------------------ 2x SILL PLATE 3y------------------------------------------------------------------- 2 STORY,3 DAMP PROOF BARRIER LAP BEDROOM OVER FLASHING & SHIM P.T. 2 x 2 CONTINUOUS ATTACHED I SILL TRIM SINGLE BACKER ROD & SEALANT 5/8" OR 1 /2" PVC "J" BEAD REGLET TYP E 'C' GYPSUM FAMILY Z 1 ..r WALL BOARD SYNTHETIC FINISH OVER STUCCO A; REINFORCED HOUSES CONCRETE SILAB & FOUNDATION -- Z " ps SEE STRUCTURAL 2x PRESSURE TREATED PLATE DRAWINGS 60/62 10th STREET WEST OVER FOAM SILL SEAL -- SEE STRUCTURAL, DRAWINGS FOR ATLANTIC BEACH, FL 6 MIL VAPOR ANCHORAGE 32233 BARRIER OVER' CLEAN, DUVAL COUNTY EXTEND HOUSE WRAP BELOW FINISH >< COMPACTED AND >< FLOOR. SECURE WITH STARTER TERMITE TREATED STRIP SOIL @ C�j @ FLOOR c_ FINISHED GRADE -14 A AL - STAIR SECTION AND -k N P AFA DETAILS 4 7 1 f, DATE: 05/13/2013 DRAWN BY: PAT WALL SECTION STAIR SECTION 11) 11 - 0 )l 3 1 2 1 S .\.\AdrJn\Logos\Beaches-Vert-RlLjpg 20 XHHW 150AMP PANEL ELECTRICAL METER 1671 FRANCIS"ENUE AND 150 AMP BREAKER ATLANTIC BEACH, FL 32233 3" CONDUIT, RUN TO POLE ELECTRICAL SERVICE RISER (904) 241-1222 EXTERIOR WALL FAX: (904) 241-4310 H HB ELECTRICAL LEGEND V OG& 110 VOLT DUPLEX OUTLET-WALL MOUNTED 0 (5_�_ 110 VOLT DUPLEX OUTLET-WEATHER PROOF 4� 110V DUPLEX -GFCI OUTLET 0 @D CIO 110V DUPLEX -AFCl OUTLET c'> 0 G&_ 220 VOLT OUTLET-WALL MOUNTED 00- TELEPHONE OUTLET SWITCH 0---- - --- ov A SWITCH-THREE WAY 2 STORY 3 0-i PUSH BUTTON SWITCH ox DOOR BELL CHIMES BEDROOM 0-1 0 CABLE TELEVISION OUTLET ATTACHED LIGHT FIXTURE-CEILING MOUNTED ri LIGHT FIXTURE-WALL MOUNTED LIGHT SINGLE (PREWIRE FAN) SMOKE DETECTOR-CEILING MOUNTED LIGHT Nw- FAMILY (g) EXHAUST FAN �_o (PREWIRE <\ FAN) HOUSES m&-.i ELECTRIC PANEL QUICK DISCONNECT JFLOOD LIGHTS - DUAL HEAD 60162 1 Oth STREET WEST ATLANTIC BEACH, FL 1'x4' FLUORESCENT CEILING MOUNTED 0 LIGHT FIXTURE TO GHT A 2'(V E 32233 HB DUVAL COUNTY T HB ELECTRICAL NOTES 1 IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FIRST FLOOR FAULT PROTECTED PER NEC 2002. ELECTRICAL 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. PLAN 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. DATE: 05/13/2013 FIRST FLOOR ELECTRICAL PLAN DRAWN BY: PAT 1 /4" l ' - o " 131 /4 .\..\Adnln\Logos\Beaches_Ver-t_BLkjpg 1671 FRANCIS "ENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (9") 241-4310 LIGHT 0-A LIGHT (PREWIRE (PREWIRE =ffy FAN) FAN) ELECTRICAL LEGEND 0---A F-0 LIGHT LIGHT 110 VOLT DUPLEX OUTLET-WALL MOUNTED (PREWIRE (PREWIRE FAN) FAN) 110 VOLT DUPLEX OUTLET-WEATHER PROOF 110V DUPLEX -GFCI OUTLET 4R :R G) 110V DUPLEX -AFCI OUTLET 0 220 VOLT OUTLET-WALL MOUNTED 00, TELEPHONE OUTLET ---------- -69- SWITCH -64 SWITCH-THREE WAY ----------- 2 STORY,3 @ 0----1 PUSH BUTTON SWITCH It DOOR BELL CHIMES TO SWITCH BEDROOM BELOW 0-4 CABLE TELEVISION OUTLET ATTACHED LIGHT FIXTURE-CEILING MOUNTED TO SWITCH LIGHT FIXTURE-WALL MOUNTED BEL�j 0 SINGLE @ SMOKE DETECTOR-CEILING MOUNTED FAMILY SMOKE DETECTOR-WALL MOUNTED EXHAUST FAN HOUSES ms&--i ELECTRIC PANEL FAN) FAN) To ITCH? LOW 14Y ro "ITCH LOW Lo QUICK DISCONNECT 60162 1 Oth STREET WEST FLOOD LIGHTS DUAL HEAD L ATLANTIC BEACH, FL 4E� l'x4' FLUORESCENT CEILING MOUNTED 32233 LIGHT FIXTURE DUVAL COUNTY ELECTRICAL NOTES 1. IN FAN / LIGHT COMBO SWITCH TO SECOND OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FLOOR FAULT PROTECTED PER NEC 2002. ELECTRICAL 3. INSTALL DOORBELL TRANSFORMER IN FIRST FLOOR ENTRY CLOSET. PLAN 4. ALL THERMOSTAT AND LIGHT SWITCHES TO BE HUNG AT 48" MAX. ABOVE FINISHED FLOOR. 5. ALL LIGHT AND FAN SWITCHES TO BE TOGGLE-TYPE SWITCHES. 6. ALL ELECTRICAL OUTLETS TO BE LOCATED MAX. 18" ABOVE FINISHED FLOOR. DATE: 05/13/2013 SECOND FLOOR ELECTRICAL PLAN DRAWN BY: PAT 1 /4 1 - 0